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DATE I ( ”, .�1�y ..:.:,.. K , \ \ 2 M _ T+��` \ - ___ __ _ - ' • LbIA f✓L. ,wc e "' " 1 1--12-1 3 •� \ ,, •c\ -- ---- �_ ----- �- .W• 721'1.4 /�\/ �lb's 1 N I I 2 -i3 . - r�l '( 10 - -- _____-- -- -- --- — __ — — a _ 1014.3 ,.\ JOB N • \\ T r - ' * SHEET NO. - - 72ND AVE., 13950 . . \\ �� ,,, \ !y I 1 i BUP 93.0325,SIT•,1•0p02 � �' z n 1 OF 1P � n \ \ - �- - j --- ---- --__ —_ ---.--_-'-' _.. —_ _—_— _. _ .I . \\\\\ •'.nf NW 111 U(1"1.NI(n r , IF Ti 1 i : HIS DOCUMEN'I« I�S�r T I �1' llr it Ir TJX ilr ilii 1 {1i ilrT{I{ ► iJi tjT ilr r�T-11{ {li {I{ i T {I{ II{ Tlr {11 11{ {II rl{ { TTT ljl Ill {11"111 ill TTT �7`T�l 1 rTrT1 �� 1Tn1111 7 „' i fi1� I i � I I l4 l i� 1 jol 1 1 ' 1 1 ' ig 1 o � Tr' �i� ' I i � Aur` ' yr,, ,• :.. 1995 LEGIBLE THAN THIS NOTATION, -- - —' — -- _— _ �____ �_- AUGUST 30 IT TS DUE TO THE QUALITY OF No.36 e":24.....27 ;i' •. THE ORIGINAL DOCUMENT. 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W,....22 OUP 93-0325,SIT 94-0002 JSOHBEENTOt"..;61'01'43... 27 2 OF 19 % \, e . t, ) • A441,V2t. / CVF4"CC)It4 1=1_4‘.4-1 _ _..... ---------- _______ d-PL--!c:uri k. lrit'Ir..cit ti e44,•4'C, .0 e ^•,104.11114.4411444,ew...tem.. , 4. • I , I F TH IS DOCUMENT I S LESS 1 iiillitill -TFITT1111 iii ill. i ili iillil F111111 , ITTII j7 ITTITIP I 1111114 1111 II 11111T1T 7111111 ,1 1 995 . rititiiiiiiiiiiiiiiiiiiiiiiiii iiiriniii iiiiir T 111111- 11111111111I1111111 irf 1 11 I . / LI I LFGIB LE THAN TH I S NOTATION, IT IS DUE TO THE QUAL I TY OF ,. No.36 ..=_:,..4%.,....77- . -.....011•1 .4 THE ORIGINAL DOCUMENT. I 31 ale ''V' - CI 318Z1LZ 9 .. Z Z C-11Z Z I I t I 9 I Z9I9ILIBI I I I 0 I 6 I 1 i L 9 9 I' I 1 E 1 I 3 F 1. 1 1 4,,: [1111111111111111111111111IIIII 1111111111g1IIIIIIII 111111;1111111111 11111111811111111111171111111111111111111111111111111111111111111111 1111UI 11.1111.11 1 111111111111111111111111114111 ',,,, '.1 IL.......... . --•tr,r,n,i , ------4 • — - Nwiiiminim...m...mm............w • -_ —--_ 1-1/2" DIA. (1.90" O.D.) /1/4 V STD. STL. PIPE TOP RAIL 2 & VERT. SUPPORTS Vertical Support, 1-1/2" 6" 8" , 0 Concrete Walk ( Di • o(1.d0 O.D.) Std. Stl. --- / - i 6' 0"Max. --, 6' 0"Max. I I Pi 1'-0" \\ IS Q FLARED SIDE RAMP \� % e. i •7A, `�— �O.o -�. 5'6" !-6.- N rP (BEYOND) RETURN ��Min 0 1" R. Tooled Edge ---\.. tc 12 CURB AT SIM. �� 1 I I \\ -_ I "s�' R•6 , 0 Plate 3"x 3"x 1/4"w/(2) jp %. NEW CONC. RAMP, - -L r NI' �, Q #4 Pigtails 3�• ___..._,,,,L 6: ?�,9+ �w �oQv \ 6"High Curb --- -- -HEAVY BROOM FIN. - I I o O 2,• �\� ---_ -- O cu)Ta \\\\Jt_ ol •o D !a& _ _ 4 — -- — : � oo •- -- Conc. Retaing Wall to! -7 iCi°8c; ". ° °9 . t5) . .. : .. .. .. .• 1 411. • to 1� • o a o j•',• IIIIIIIIIII ILII PAVING SEE SITE PLAN �\ I / ,"'d,./ \ ii r• O o• RANULAR BASE 0 O Ap0 (f0 063 O Op 0_. �� T.O. CONC.WALlI / t1-1/4 DIA. (1.60 O.D.) O• '� UUPAVING SEF SI"fE PLAN ` FINISH GRADE STD.'STL. PIPE QO •'•• s\„/"./(r? I I4. INTERMEDIATE RAILS- TYP., • O 7\1 �/\/ vl I - Ii , EQUALLY SPACED 0 00 ep "GRIND WELDS SMOOTH, TYP. 1 . Handica Ram 2. Handicap Ram 3. Guardrail Elevation \\.. 4. Guardrail Connection 5. Extruded Concete Curb p 1/4". 1'-0" 1 1/2"• 1'-0" 3/8" 1'-0" (HANDRAILS @ STAIRS SIMILAR) 3"• 1'-0" 1 1/2"• 1'-0" SEALANT • 1"R.TOOLED EDGE 11" TYP1-1/2"TYP (3) 1/4"X 1/4"TOOLED 1/2„ PREFORMED EXPANSION 2" — fi / GROOVES,-TYP. - '�► Do —•�-0 JOINT FILLER r / NL I i- I 1/8" R (TYP.)- -'I x 1 R -\ D 2 000 .p...Q;;:.. 1,-. • See Plans- 1'0'1 SLOPE_ 0° ... ... ....... . . ....................... .......... i dr- • 00o o , : :':' : , • , , . :r1.1:5 C I b C.- W i • ° � ��' O •� ..:"..i... r.• 1' 1 1" n l-- O. �i�� ,. •O O • . O • • ♦ • .• / „0`, ,‘„1,1,;','%,',`;e)ii ii O ••1 0 6 — II 1 / SIM. •y�%i��i`�i�i��,,�i� �i�`?i� O C O 1• 1GRANULAR BASE GRANULAR BASE oap D / �� 01 -- r�,��, �' ` o0 •• O O I C� i , i , 11111 ' ♦ ' • �►I��I�I�I�I�I�I�%�I��I�`I�`I�,I�` � U I�I�I�l�I�I�I�I�, S•:,�ISPACE PER PLANS OR NO GREATER 'v ID �� .��,„..,0,„....„.....0,...,.„,,„..;,,t�'� � � :,�, 1•H AN 5'-0"O.C. .. ��,��,�s,• ,��,'•If e��,��``:` USE WHERE WALK ABUTTS FOUNDATION, i .1,��•:*%,),,�.�,�,�g�op';o CURBS OR WHERE SHOWN ON PLANS t --*� , 'o%i ,ii�0`�,k `•;,,• `�' SPACE PER PLANS OR NO GREATER \ 97" 6" THAN 20'-0"O.C. MAXIMUM - - -j SD3 1 / f Weakened Plane 6. Control Joint 7. Expansion/Construction Joint 8. Concrete Stair 9. Concrete Stair 10. Thickened Ed a Curb 1/2"• 1'-0" 1 1/2". 1'-0" 1/4"= 1'-0" - I D I 1 1,. - r' 1 1/2"• 1'-0" I2 0 .l r! C'„v , a - \�I I o V1' r 1,'0%041 I , y (ttlC�H F L.pr/) 3 ! Class"C"Asphaltic Concrete ''r'•a' • I,e•00-r 113. 5'b a Iris Loc (zW PA'f A. / • •••• - • • •. ..,- .. , V L.- N,, I"toy./ - G � tiN ,i'P -JDA. . . / ,- - - - . •e:..:'' �: , Aggregate Base CourseOVFiLIZD .s: a :. •(,/,•TGH iP'� i-'i -- - dr 00' a , (1" Minus Crushed i ;x:k • t, 14b•o o o :, 5'-0" ii) f'Al 1<1NG STALL - tP d Inlet low Co rt r,tO I � • . e• � Prepared Sub rade • • r 1 � . • ,...., ; ...... GRID IS FOH ----.—_.__. i .._.-Y' . • ................ ._......1PROPORTIONAL I L� - G�a.-r� 93 0 / COLORS: __,•____._.1 i-_..__.;. ,.- . ' c REFERENCE ONLY, �L • V O • Parking with WHITE FIELD W/ - i- co NOT TO BE PAINTED. \\ �` \�1�; \ � �� • BLUE LETTERING i ,.., i '1 i r D.M.V.Disabled k.......... __.,. ,._..I........ , C7 CENTER IN HDCP �� A, ^ i i Z STALLS-AS PER 1'cmiit only. �..._...... .1. 1--..._ I Y 017(_:1 •� .� Violators subject to COLORS: t : 1 ••• T ,.... SITE PLAN 8 CODE Le.-r_---� towing wider OKS �.. ( W i k,' �. • BLUE FIELD W/ Q I 19 �..__.. _. 1 • • �, /' ,, — — 15. Pavement Section K I 162(1 and!, fine WHITE SYMBOL � � % � ��;� up to 5250 under ,.... . _.1 \` % 1 1 ....._._.° .....� ....; ..;..........• � I � �� "� No Scale 016811.615.• iii MOUNT ON 2"DIA. STL. r...., ...t.... .....1....,....1 . f........ ` or, all OVT Le)\,,,/ ��i,. _.�-�' POST,CENTER SIGN „I I 4"@ PARKING _ _ ---------- @ 4'-0"ABOVE GRADE _ _ STALL _ _ rI CENTERED ON _ `.... 1 .. j . _ ..... 1 -- . -----.•-=---------:t--_-.--------• '1= , i �/, \ I"Jp 5 �� PARKING STALL, I.....- •. ._-. -.. ' -1 `•'V'o e,-IYJFt.M L-11.J� ,/ �y//' ,,,\.r ;.�'v�i �.-�l � U.N.O. I 1 �• -----..__ .._--- - - - `� �� `—_ ------- -- -----• -- ------- 1 _ t . _..:_..._..i...._.....I.::::::::x..._......._..._.1 - - -- I.e- l q 1•o ' r ALBERT R. KENNEY .JR. PE • � Van � � I , c• — Accessible , I ,y CONSULTING ENGINEER/PLANNER -_---__ -- 503/244-9811 or FAX 244-9817 DATE •q—;-011.-:1, �; , FINLANDIA BUSINESS CENTER 11-23-93 < N' S.W. 72nd Avenue 1-10-C,1- ' '-� 661:-,:',I.,4:1 f TIGARD, OREGON .1 !• 1 .... ,.. — — JOB NO. --- JOB 11 . Handicap Signage 12. Handicap Symbol • I 4. fond DutIet F low Gontro I Area pro' n ;�; °n><;.an �,, (,-- 93088 , b� N. t+. `�* SHEET NO. No Scale No Scale 1/1.1,. 1." f . K0.1a SITE DETAILS SD3 S 72ND AVE., 13950 I-- BUP 93-0325,947 94-0002 1 • 3OF19 • _ - - — — — —— ----- — —— ----- -------- ---- —— — ------ --- — -- — I 4r# " I IF TVIS DOCUMENT IS LESS TI711IT111T�1r1 11111Tiljfjl 1Ili�lll 1111 I 1TII111 11►1111 iI1TT 11111 1 IIIIIII llljl�l 111j1�1 II►It T"iTllT1T 1�1j1TT"1111111 11111 T 11111 Ill IjT•l1lIII 1111111 111 1111 1 1995 / .fillalinlilirLEGIBLE THAN THIS NOTATION, I 1� I II T� j I ,� I I 16 II �► I II 8 �� '� 11, 12 AUGUST 30 ,rug IT IS DUE TO THE QUALITY OF No.3O ®.;-rx'_-� • THE ORIGINAL, DOCUMENT. - - - - - — __-- .-,., E Z 8Z LZ 9� •t� ��3 t----1 Z I3 I I BI Llt I 4-1PT CI Zt Tt OI 6 V L 9 9 ; £ � IC -r�I,mam�IIII 111111111111111111111111111111111111111111111111111lt1111111111111111111111111111111111111111101111111111Il �� 1111111.1111I11111111lli111111111111f11111N111 �lllllllll�llll 111 lll 11111111111.1111.1111.1111.1111.11111_Ilu_1111.111►-u11.u1111W111.111111u 1111.11111111 J , L , ...7 a a.t..,.0-,.,gr....e..:..t ,-.,_, :u....-14 ..'0.,•„-', . a s, .., ,,.., ,:v..,. -. :.-.' . ..t+.-. tF.a e. ..n,..s,'"ist,a„ur..,ax,a,:u'lLWe""G4.��.,.,r,I"i"/" r Wki;4i k..Wklws '+i.+� g��, rwJu,t.,alp.,r.4 ..7a.,r4x„ca.,d•o.: 41u49Ya%_+- :kil. i+m: 'v �__ y -- �1- 7II NA h7•• r-Or- _____ , 11:11.21-P. 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KENNEY,JR. , r-c? 1 o L'Act.4 _ \__ --- sEaII-1T ret- E - ----\ ;L\SULTI\G ENIGINEER/PLA\\ER 503/244-9811 or FAX 244-9817 I1 �'p t N \ 1 1 II .c4c F- Ph--:,,,,;',/- -1 I� � � I l./ I�I��.J�/ � Lj �, DATE I I-2 3-61P, 4.O - - __- -2 t-14- ;;�vc��p r',. \` .V�/ %2. 114) A e/.....__ - \r, .,S1 at-.� ,H� F L 1.-f�r-4 JOB NO��,t�r` --t-` � SPIFFY NCS,\�h'. Kt.ti, ,fIf 72ND AVE., 13950 BUP 93-0325,SIT 34-0002 i4OF1Y — - -- , 9 ___ _ ____________ _________, . ! oatcor+ewF MUNI co ) 4 - r i l l ? T I T T 1 1 1 1 1 1 T 1 1 1 1 i ' 1 1 1 1 1 1 1 I { I 1 1 4 1 Ill I I T l III I 11 IT 1 T r 1' 1 1 A r t I F THIS DOCUMENT I S LESS 1 � 1 71 1 � 1 1 l 1 ( 1 1 l I � 1 rpl 1 I I - I T I i ` Tl l i IT 1 j 1 9 9 5 II1•71TTT'iliiiiziiiiiiirtiplig11111111111'11111iiiiiiiiiiT4 _ I �r I �T � f� ' �0 11, AUGUST 30 1 1 3 8 7 8I ' 91 -- _. ti LEGIBLE '1HAN I'HIE NUPATIUN, �,�.. TT IS DUE TO THE QUALITY OF No 36 e. =" THE ORIGINAL DOCUMENT, pS� Z 817 LZ 8 Z Z S Z ijZ Z I 9�T LT 9'[ 1111111111 thI ST 1 SI I TT OT 6 1 LL' 9 HSI I £ I }Z I IT aro , � I1111I1� ll � I I Ill,ll Illlallllllll Illilllllllllllilllllillll�llll1llllll111111111111111111 ' Il�illl�l I�� lllfll�l 1f 11.1J�.flllWll.111Wlll,l 11.11 1.111 .1111. II t,lll�Z ��III 11111111111fIIfI�IIN IIII�IIINIIII�illl IIII�II1Ilii l�11 ! Illl��f11111�� ,►111 IIII 111111 III 1III Illll. , �l III1111 I �il , 1 1 •It ,:' il„ 1 i , •' / i •• . : .e • (6) PANELS AT 29'- 4" = 176'- 0" • .. NV 0 e yr yr e • , rEL 124.00' 20'- 0" .. ,. r EL 124.50' o �- S4 Ope ?:s 0 / ....., CUT TO 1V: 1 1/2H EL 115.00' k.► ... / EL 111 .50' — I • ELEVATION (WALL AT NORTH END OF PARKING) 0::\t-- ELEVATION (RETURN @ E. END N. WALL) 1/8" = 1 '— 0" B 1 /8" = 1 '_ 0" _____ (3) PANELS AT 26'- 0" 78'- 0" _ 30'- ��-- 7 _____ 1 1 CL37.6•1 EL 1 13.00' sD- sEL 114.25'SD-6 SD-6EL 1 13.00' Ti 40.,--- EL 110.00' — — - -- • I \ ALT SOIL V I 4 SLOPE i. V I 1 1/2:1 / STANDARD BAR CLEARANCES — — . . , _ __ - - - - - - - _ _ EL 96.00. -_ _ - - - -� - - - - - -i WALL SURFACES 2" EXCEPT MAY BE 1 1/2" 0 TOP 2' WHERE FORMED E -- -- ..... SLOPE 1/2" IN 12" FOOTINGS 3" SIDES AND BOTTOMS - -�'�� -�- r • ELEVATION (WALL ® EXIST. BLDG LOAD'G) ELEVATION (RETURN @ LOADING WALL) �- RAILING (IF WHERE NOTE! RAILS NOT SHOWN FOR CLARITY • ; OCCURS SEE PLANS) - EL 105.48 (2) # 4 CONTIN 3• C.I.P. 8"T #4010" ----------\------\ v - #4 0 12" 0/C SD-6 V & 6"H a • i c) 'ti BEND INTO FTG 2" CLR OSF x 'r `>1' SIM ' (2) # 5 CONTIN. ------• 7 1/4" #4 0 12" 0/C SD_ EL 105.25 7" 1�T� 5 1/2" �, ,� `` s" _------ li_ EL 105.2.5' R \ __ z °C MIN " _ 2) #5 CONTIN 2 DIA WEEP 0 3/4" COIL ' VE ® 0/CSTOP1/2S UP5 ♦ o BOLTINSERTS #:7lf 12" WHERt HT LESS THAN 5') _+ \ 4' 0/C (OR DRAIN / _ TO DAYLIGHT) --- -- ____-_- 9 �� de BOLTS ~ -. 18" _-a 5 0 12" 0/C LAP 24" (MIN) 0/C / LOWER REINFORCING i ;- KEY FROM 2X4 -i EL 95 "' u # 4 0 10 0/C --- _ •~ • EL 95.00 `� 0 i- --i (3) #4 CONT / a ALL TAPERS 1/2" IN 12" IIN .k____ 16"X 10" FTG MIRAFI DRAIN ON WALL FACE (TYP) 5 0 1?INCHES 7/C HOR{Z 6" i 1 WRAP AROUN 4' DIA SLOTTED DRAIN O WEEP HOLE ELEVATION �\ I / b, ♦- \I O \D �_-- 3' CLR w ') �� g 2' p" ELEVATION (WALL AT S. END BLDG # 1 ) ELEVATION © RETURN) el CF___)-w PANEL TYPE 2.1 DETAIL2" DIA WEEP HOLES 0 4' MAX 0/C '- I 5 SE # ., 0 5" 0/C ICIO A PANEL TYPE 2.2 SCALE: SE # s O s" o/c 2 GENERAL NOTES 16" X 4" CONST PAD CONTIN ---------` I . _ MAX 1 1 '� ------- Ivt • PANEL TYPE 2.3 ---. a RAILING (IF WHERE (TYP) - ---.\ \ SE #6 0 9" 0/C OCCURS SEE PLANS) 1. REAR (SIDE AGAINST SOIL) OF TILTED RETAINING WALL PANELS MAY BE (EXCEPT FOR THEIR UPPER ' KEY FROM 2 X 12 ( ) > __^ 2 .n•� •a ♦_ -- 1111/4 I FORMED AGAINST VISQUEEN OVER COMPACTED SUBGRADE, CRUSHEDE 2 ) ' O �+ ROCK BASE OR PAVING. FORM 16" T X 2'- 6" FTG W/ # 6 BARS I z �OUBL.E MAT WHERE T GREATER ! ~ (2) # 4 CONTIN UPPER 2' WITH 1/2" G. W. B. OR EQUAL OVER FORM SURFACE. (THIS WILL REDUCE BAR CLEARANCE TO: O 12' 0/C L. HAN 10" T INSIDE MAT TO BE 1 /2" ATTHIS PORTION.) �: O 4 0 18" 0/C EW ._..- __ _ °' c� • #4 ® 16" 0/C N v ee I BEND INTO FTC 2. CONCRETE STRENGTH'S TO BE F'C = 3000 PSI 0 28 DAYS (MIN) wire o REINFORCING TO BE GRADE 60 DEFORMED. iiii —47� UTA WEEP HOLES 0 41(MAX) > ' /4 o Ix° a/c " b �. 6 BROOM FINISH ALL1". 12" to IBEAD ,ALT BARS 2� ;,r Z 3. 0 EXPOSED CONCRETE WITH SLOPE. LESS THAN IRAFI DRAIN ON WALL FACE (TYP) �s IK�n SLAB o MIN / 2" DIA WEEP 0 _ _ RAP AROUND 4' SLOTTED DRAIN II4. COMPACT ALL SUBGRADE UNDER FOOTINGS AND USE CRUSHED ROCK LAYER AS BLDG FTG'S WEEP HOLE ELEVATION _ O --- 04 0 12" 0/C = I 4' 0/C (OR DRAIN IF INDICATED. ---1"---1 TU DAYLIGHT) a - 9.'1_1 �. . KEY FROM 2X4 3 18" X 4" ERECTION PAD CONTIN ;Lc; 17t A 1" 10.i 6AT 12• 0/C 3" CLR - -- O i- (2) #4CONtINA 1 or ABM Rs KENNEY APE �_- - ( , , PAVING IEE Puw :I_ . . A 503/244-9811 FAX 244--9817 KEY FROM 2 X 12 (TYP)- ---�► 1-1 p — _ FTN 2' X C g B + 2" °�. • �•... , . 1 • 1 ' : EI N LAN DIA 0 DETAIL ..40Pro", ,,„ BUSINESS CENTER °�' „-26-93 2/3 L_________ _ �`' 12-29-93 r� ESCALE: 1/2" = 1' - 0" WIDTH • ♦- A �`�, oleti-4, ( ', S. W. 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BUP 93-0325, 31r 94-0002 SCALE: 1/2" = 1' - 0" SCALE: N?5 SCALE: 1/2" = 1'-0" k KEL$" k OF 19 t) "..".......---......] , el -..t.-.i.J+r.r.r.o. ...w >a. .,.. � .r,.• „-:...er •..;, .,.ar.,...... � .. .. • Q II IF' `PHIS DOCUMENT IS LESS �I111�I�11��I�T T��TTr111 Tt I IIIl111rTiGrTT �i ►�I�rlr Illlllt TIT�I�t T�TjTrT lllil IIIrTI lllilll 11111T 1111111 111)111 1Trl I T�IiIIT TjT1TITT1T�T1 T1T11� 7�1�T1�T� 1 1 n�� ti I I I I I I IIII 1 �JLL �1 i l 1., oTEa'rzoN, 1Z4 v 6 I `7 I 8 �— y� I - 101— ll� 1 AUGUST 30 LEGIBLE THAN TI i,.7 N IT IS DUE IO T1IE +';;'iALITY OF' Nose ®�_^'�- THE ORIGINAL nocurNT. - � — ---- _--r----- ---- ---- ---...,---- -___ .- --- — - -- ------ -- -- --- — --- ---- — --- �\. �E 6Z �8Z LZ 9Z Z Z £ �Z TZ Z li 9I Lr8i 9I ib�T Iv�i 1 Zi ii Oi 6 8 �L 9 E I Z —i��.�»IIIIIIIII1111 Illl�lllllllll� lilll�lllll II '� I �III�IIIIIII I I I 'IIIII 1111111111111111111111111 111il�� 1Illllli�lllllllli�l TT ll � ! 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HT USE`S 5 0 3" 0/C (STOP 1/3 O 5' do 9') '"�f':..•....♦..,...t...•..-....•,0.. ...,....♦.•.•.•...•1....A.,.. .♦,. •... ...... I •A.. 1.t t,kt.1 Lt.t 1..t.•.*t ut t t•is t.?t s Y..R.t-=•i.cur •y,i�. • I -- — -- ---- --- I : :: . . . . , 1 1M"a Bctlb0or9 Hod • etre N. WALL TAPERS 0 1/2"Y PER 12" �_�� . >t _` Finked tttilllpe . WHERE T EXCEEDS 10" ADD MAT AT INSIDE ~'`' w FACE OF # 4 O 18" 0/C EW ---- Chain Linke Guardrail vi MIRAFI DRAIN FABRIC BETHIND (TYPICAL) w 1/2" 1 6'-0"Max WRAP AROUND 4" DIA PERF DRAIN PIPE 4 • q --- """' AT ELEVATIONS OF DRAINS ----____ 1, I I -__� "UTVet �R,� 2" DIA DRAINS O 4' MAX 0/C -- `'``��_ ......"1707124/13. 1I KEY FROM 2 X 12 /-3A4" Tum Verticals-- 6" CONC PAVING W/ # 4 0 16" E/W \. I — - -.- 1, -.\\1/4� < # 5BARS :: i2" O/C - _ ~. I .1 // I 4-1.. �' I "' 7 . Max. i BROOM FIN ` y to------\ \ w - • • r �" �•►�� I 1 117'❑Tube Bottom Rail NO JOINT 1!• ...4 r ' i 1- I iJL � � ` Millinhe CONTIN ERECTION PAD 6"WIDER THAN WAIL S Max. -" BOTTOM BY 4" T — ._ 2/3 H 1 16" i , • (MIN) (MIN) • Concrete Curb ` • Finish SurtaCe • 10 1DETAIL , Guardrail SCALE: 1/2" = 1 - o" NOTE! RAILS NOT SHOWN FOR CLA?ITY ,rr� ,'-o' t, -tZ� "W �9�, p�,,�L,?� (2) # 5 CONTIN 1 & B ---_`_ 5 1/2" # 4 0 10 " OC HORIZ - -`~"_'_- • -,., , i 4" SLAB W/ # 3 O 18" 0/C EW — S'.OPE SLAB 1/4" -Ea FT g, 5 O 9" 0/C STOP 1/2 OF BARS UP A:: ; 4 BARS 1 24" O 24" 0/C �"\ , 6 FROM FTG 7..- _ (2) #5 COWIN T do B - �'_ .I 7 l+) 4 O 10n 0/c li r , or( . • • WALL TAPERS 1/2" IN 12" -- „ (5 1/2" T AT TOP) ----- WALL TAPERS 1/2" IN 12" ---, ' '�--- • COVER WALL FACE WITH MIRAFI DRAIN I # 4 O 6" 0/C STOP ALT BARSO 6' ABOVE FOOTING MATERIAL (TYPICAL) & WRAP 4" DIA __.__. — ------� I PERF DRAIN LOCATED AT WEEP HOLE I ; COVER WALL WITH MIRAFI DRAIN FABRIC ELEVATION -_ _ i ' �/ (TYPICAL) AND WRAP A 4' DIA PERF PIPE7 9 3 . .a' _� iG� LOCATED AT DRAIN ELEVATION. Id •- KEY FROM 2 12 - ' � 0 O" DIA DRAIN 0 ,1' 0/C R" DIA PERF DRAIN TO DAYLIGHT -_____�.. .1 I ��,. (IN FABRIC ENVELOPE) -` `'�� I 17" X 4" CONTIN ERECTION PAD \ -"'�� 1 1 (-. • . • kEY FROM 2 X 12 ----�.__.1 \ . ,.. 4 ..1 SOIL HEIGHT VARIES 6 O 12" 0/C -------------- _ .� F0-''''''' ''s- TO 0I / ..•L BACK ILL BEHIND FOOTING6 O 12" G/C ' BE COMPACTED CRUSHED NN•s \_ _ • i\ I ROCK (FULL DEPTH) --_,� • • • P r__ .— • an mig a:, vim ILI >iit;' iimila mai:. J 2" DIA DRAINS AT 4' MAX 0/C `------- I.071 _� N �— -`"� 18" X 4' COW IN ERECTION PAD ----_-_________ — — - 1 • Air ABM R. 11011NEY, JR.PE 1 -__-- 503/244-9811 FAX 2449817 • • ,��i OP) FINLANDIA BUSINESS CENTER °A7� 11.26-9� . ds DETAIL i DETAIL , ��`�otH�F4 r�' - s. W. Tigard Avenue 12-29-93 • +�a©a TIGARD, OREGON SCALE: 1/2" 1' - 0" SCALE: 1/2" = 1' - 0" • . 7 7tirauN q �"'7 J!� fid 93081r- . 72ND AVE., 13050 .0 5 SIT 04.0002 .*, t-0 r t, .46", / RETAINING WALL DETAILS sr Ifo • 6OF93088 . BUP 93-C1325, 9 32 r �. It iE� • . . -. .4 - l S 0- ........................_._,.... • • • 'N: .,,,A,,-,:,-,,•,,. ', r . •...•r.•.ti.-a,...,.«..._.,.....�,r..-.. ,. r..,....9....h ..�wr +u,.......r....•....•.... .... ... .. • IF THIS DOCUMENT IS LESS tl� ljl l�l III T� Th 111 IIT IjT (1�f 111 ill TIi 11T i�T111 T�TIlI I 11111111111 111 T T11 i I 1 l�T 1�T111 T11 111111T117-91 11.11,11111f071-1111111V11:111111111 ••• + 1 1 1 1 3 4 I 7 I 8 AUGUST 3Q t I I M I �( I I I I I I 1 �l I 1 1. 995 Y ; i i 1 LEGIBLE THAN THIS NOTATION, L-_-..__ ____-- •r IT IS DUE TO THE QUALI'T'Y OF --- No 36 ®'-'w -- - -_ • THE ORIGINAL, DOCUMENT. t3�Z B�Z` [.�Z 9jZ I Z bZ ^ER Z IZ o�Z —BSI Bt Gt 91t 9T int ET T.i TT _�T --6 9 L 9 9 IP E— lZ �T�r•11N ~�- • , 2 111111111111111111111Th:::::1111111111111111111111111111111 II 111111llllll11111 1111111lil Ill11111111111111111111 I 1 I f 1 I 11�I1illllll 11M1.111 1111111111.11111111111111111 lug U111�1 11111111111�� 1111111 1111 I�II�III11111I��Illlllll1l 111111.llll1illl�lll111111�111.111lli11111 Illlll 1.11 4 x a il ..... . .... . . . . . . . . , . . . , . , ,. . r , JppwiimimiiinwimimimmiwmiiminmniimmmmwinmimmmmRimnmmumiffmnimmmiiiimoiimiEmimimnERig... , , I . 1 .. r- _ _ ___ __ __ _ _ __ ___ _ _ =_ __ - _J____ _` __-____1 VATIALS L � NDSAF'S 1I1� 1 -- _ ,ft - G oth-10� t M� YP1tJIPC L tf,,Ha G1,ti11`f �� 111 1 ._ - • fl1 �. i III , '- - • 1� ,� �� A o �-- C�x 1 T I rJ�,l 1 4. 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I L✓✓I I `i��•� �✓ L./ � � DATE i I"�'Z'��/� �F.f, rii.L.. 6,\Hr.D1766 \ I I-fig, „:, \ __----- --- ---- -- ( ; ; , "..,.. \ \ , _, _ _. ____------ - o OREON \ B NO. \� • Er, ,r!i ars ' E E T N O • 1300 , 72ND AVE., rl \ ht , 6 BUP 93.0325,SIT 94.0001 I ' Ll ----------- i -____ ---4,-_ Pa' s' Cr i I R7 OF 19 _ - __ - - - - ------- -- -- --- --- - -- -_ -- --- • l A•P, 1114.1y•Ir. IF THIS DOCUMENT IS LESS r11 1�1 T1f 111 11f1r1i rtr r 1 Ilr 111 111 1'1 111 111 111 1+1 111 r1� TIr 1 1 711 1�1 111 TI 11r 111 1II 1l 111 111 111 111 r I"Ili 11► 111111 111 111 111111 TPT rli 11111 1 1 I 1 I I l l ( l I ' I (' fi I I ' ' }�'� I � 1 I 11 ' AUGUST 30 19'95 ' 1 1 I LEGIBLE THAN THIS NO`T'A'T'ION. 1 4l g1U 11� � 1 T'1' IS DUE TO THE QUALITY OF No.3e ®' :'� .:Qiwas•""miallilaillIMIlli At: THE ORIGINAL DOCUMENT. 11-£-I Z I9(ZILZI9Z � ZIbZ � fi � Z � t� Z� � �lt � 9lt � Llt � 9�t � S1t b�T fi1t � Zitt OIT i6 9 L 1 9 4 1' I E I 1Zllt5,.u� ' III► IIIl IIII► IIIIII► I IIIIIIIIIIIIIII IlIIIIIIIIIIIIIIIIII{IIIlllllll�lllllllllllllllllllllllllll1llIIlllllllillIIII .II► I �1ll111111111_IIll�llllll1.il11Illlll 111111min Illllllll llllll1111111mil III1110I • • J. Gi '4F,RAL NOTES AND SPECIFICATIONS T1, i1 BULDINGS 01 & 2 HL:C� G-S ONLY ) TENANT MODS BY FUTURE PERMIT) 1)_VISION 1 GENERAL CONDITIONS DIVISION 6 CARPENTRY (cont'd) • 1 . Drawings reflect the final configuration .only unless spec 'd 3 . All wood in permanent contact with concrete or masonry to be otherwise. The contractor is r©spanaible for t.�ra� osary and/or pressure treated per the req 's of ASTM D-1760; except ledgers in progress stability a safety of construction. 4X10 d larger may be protected with 55# felt or galv . sheet. metal . 2 . Verify & confirm ail dimensions i conditions prior to fabrication (Smaller members must be treated. ) or construction. Notify & coordinate any changes with Engineer 4 . Beams to be laterally supported at all columns by use of Simpson before proceeding. "VB" braces (or approved equal) . '• 3 . Specialty sub contract designs, drawings, & Gales are to bear 'l' 5 . Nail all joints not see: 'd else according to table 25-Q UBC. (as appropriate) the seal of a Professional Engineer registered in t' is state. DIVISION 7 THERMAL AND MOISTURE PROTECTION • 4 . Appl-.cable code 1991 ed UBC as amended by the State of Oregon 1 . Roofing to be Owens Corning #33-IC with white cap sheet. ( UL Design loads: class A (UL # R-3533 (N)O) . A) Roof LL z: 25 psf 2 . Insulatson to be: B) Wird load 80 mph(B) A) Floor • C) Seismic zone 3 1) R-7 rigid at perimeter 24" minimum width ( vertical ) . D) Soils capacity 1500 psf (UBC type 4 (assumed) ) 2) Underly floor with a ( ( 1 ) perm or less ) moisture barrier. 5 . Special inspections as required by chapter 306 of OR State BuildingB) Walls (future) Code and this office are: C) Ceiling - ( future ) A) All field welding and bolts whose pr. iaary loading is in ,` i tension. 3 . Seal perimeter ( windows doors etc. ) against air filtration per requirements o,2 eh 5303 State Energy Code. DIVISION 2 SITE WORK 4 . Flashing i scupg:,ars to be 24 Ga Galv. i painted. • 1 . Footings to rest on' a crushed rock Provide flasning etc color marched to complete. gprotection layer (as described below) on firm undisturbed natural soil 18" (min) below DIVISION 8 DOORS it GLAZING finish floor/original or final grade. Over excavate if necessary 1. Glazing (new) to be in accordance with chapter 54 (all ) UBC a to firm bearing . Compacted crushed rock may with engineer ' s be safety glazed when in or within 2 ' -O" of doors, in other •• approval be used to bring up grade to originally intended levels . hazardous locations and/or as required by ANSI or UBC. • Immediately after excavating for footings, cover bottom of excavation 2 . Doors in rated with 4" (gain) of crushed rock to help prevent pumping and/or disturbance 3/4 or walls to be rated, rating to be 3/4 of wall rating except must match wall rating in occupancy from Moisture or foot traffic. Form and place reinforcement caref.ullir separation wells. • to prevent disturbance of the subgrade. Excavate any material so 3 . Glazing to meet requirements of Section 5303(E) of the State disturbed and ieplace with crushed rock. Energy Code. • 2. Paving to be 2" AC on 6" (men) crushed rock. (at parking ) & 4"AC 4 . Main exit door3 shall be openeable from the inside without special • on 8" crushed rock at drives . Material to be Oregon State "class knowledge or effort or shall have a sign attached stating B" and blend with existing grades at perimeter & existing const. THIS DOOR VG REMAIN UNLOCKED DURING BUSINESS HOURS" . 3 . Landscape to be located as shown with all material according The sig-► shall be in letters not less than one inch high on a to best industry std ' s & guaranteed for one year. All landscape corir:ast.ing background. Wren unlocked the doors shall be free areas to be sprinklered or accessible with hoses for watering. to swing without operation of any latching device. DIVISION 3 CONCRETE Contractor to submit "cut" sheets of latching devices to Bldg . Dept. for approval prior to installation. Devices to comply with i 1 . Concrete to be f 'c 3000 psi @ 28 day UON. Protect all concrete CH 3304 (C) USC. All required exits (and/or 50% minimum of all • until sufficient strength is developed to prevent damage. Where doors) shall comply with provisions of A.N.S. I . 117 . 1 a A.D.A. • specified; water reducing admixture shall be in conforeance with Handbook EEOC-BK-19. Handles to be• lever, push bar or "U" bar. ASTM C494 and used in strict conforsna,tce with mfr' s recommendations. " (Type F or G may be used when slump i '. less than 10" . ) Unless 5 . Sill ht to be 1/2 maximum ( typical ) . specei else an air entraining agent shall be used in all exterior DIVISION 15 MECH a PLUMBING horizontal ( less than 1/2"/foot slope) surfaces exposed to weather. 1 . Mach & plbg by separate permit . Mach to provide ( 15) cfm/ occupant • The amount cf entrained air shall be 5% + 1% by volume. . ( 5 cfm must be fresh air) . 2 . Concrete strengths to be: (a.11. at 28 days lab cure ) A) fe • .t is�3:; , f 'c = 2530 psi 2 . All equipment and ducting etc. to be anchored/braced for wind i B) slabs , f 'c _ 3000 psi and/or seismic loads spec'd in div 1; bracing shall comply with the S'MACNA Restraint Manual Guidelines For Mech Systems . 1 C) walks a paving , f ' c = 3000 psi 3 . ENERGY REQUIREMENTS D) Walls , f ' c = 3000 psi A) Equipment performance. 3 . Reinforcing to be ASTM Cr 60 (deformed ) LION. WWM shall conform 1 . Mech. ventilation sys . ( s) to be prbvided with a readily to ASTM A185 . Reinforcing to be welded to conform to ASTM A706 . accessible shutoff. ' . All reinforcing to be securely tied in place and supported as 2 . Equipment to have efficiency ratings) per section required to maintain spec 'd clearances. Use non staining chairs 5304 & tables E thru J. at exposed surfaces. a 4 . Mar laps to be in accordance with ACI 318 ( latest edition) 3. : Heat i N pum - ( 3 ) ( if used) to be equipped Peed with controls • to prevent supplementary heating when load can be met 5 . Typical reinforcing to be (UON) 0 .0025 x member cross section by the pump. area with bar spacingnot to exceed three times the member thickness • or 18" (placed in center of section) . B) Duct insulation to swat th, requir4#ments of Code section 6 . Typical bar clearances: (UON) 5304 (c) ; A) Earth formed surfaces - 3" • C) system controls to roes,: the rec uir►ement% of Code section • B) Weather surfaces -- 2" 5306 C) Formed slabs - 3/4" D) Misc. piping and plumbI g to be insulated per requirements 7 . Concrete finishes to be smooth troweled except broom finish at of Code section 5307 s 5308 . ramp( s) & exterior flatwork. E) Mech subcontractor to provide evidence of compliance with •�. above in the form of a completed "Oregon State Energy Code 8. Typical wall reinrorcing to be #4 @ 12" o/c E/W, and two #5 around • openings (extend 2 ' past) and panel. edges. Provide bent bars worksheet( s) . at corners of openings and inside corners where 2 ' lap is not DIVISION 16 ELECTRICAL possible. Corner bars not required at outside panel corners 1 Electrical by separate permit. except where so detailed/noted. 2 . Electrical ( ( lighting ) if installed prior to tenant mode) to be designed to comply with provisions of the Oregon Energy Code. DIVISION 5 METALS . Electrical subcontractor tc provide evidence of complience with 1 .• Steel to be: above in the form of a completed ' Oregon State Energy Code A) Plates & open sections - ASTM A-36 ( 36 kyi ) worksheet( s ) . B) Bolts - ASTM A-307 C) Tubes - ASTM A-500 END OF DOCUMENT D) Welds - AWS E-70 ( 1" UON) 2 . All steel to have a shop coat of rust resistant primer and be • coated with an asphaltic emulsion where below grade. 3 . Fabricate & erect steel according to AISC spec' s . A1:Di7I-1-Ior--f'q. '`,cT F-, • DIVISION 6 CARPENTRY 1, Rrofrr'Qs I=1I4is-4 1 . All structural nails to be "common" or galv. (hot dip only) box. `^� � - No No "sinker" nails allowed except at non structural partitions. #) '1-�r ' 1-' � I - 1--f „Ir VIHNI . 2 . Lumber grades: (Verify available material ) . Material of different B) P>t. : " f2U fvEi2. specie or grade may be substituted if providing equal or better il I design characteristics unless prohibited by specification or G) V�f\1.sle9 a.i tT-eU �'ff?SiJ F2-o 4-f, +-}Ich� L��'r4 drawings . Grades spec'd are based on values contained in table �//'' IN -�r WALLS P. : �IrIC� �plp f� 1�4(�� j 25-A UBC; some grades (as Canadian) may require upsizing or To riolL.ay 4, UfaiNitNL.•" t=i2-- )('T F06-1r41-, upgrading . A) Sub purlins - #1 & better Hem-Fir 2 , I`�A.>JUff�CeTUF2- D D0012.�a A1•ID WI(�Il oy4e. P,e- Gi�(Z7'IFIt1CO B) Plates & b ocking - 112 i better- Hem-Fir Ale.otzpINC.s To A5 e lay, 1rc7 - 0. 37 1N refz- rO'T C) Ledgers - 11 & better DF-L -,�., y D) Purlins ( 2 1/2" ) - F == 2000, F 145 , ,..r'. ',, Or V4INtOW 6\9H GI7?.LK A 'JD 1 10FM FS FOOT o� rx70,2- ( industrial ) with exterior glue, radius a 1200 ' ' :x` i..;:, . GKP-�`� . E) Gluelam bmf - F = 2400, r = 1.65 , ( industrial ) .' � .' with exterior gue, load w�iapped, with radius = 2000' -' , G) Roof sheathing - 42/20 ply. OSB, or "COMPLY" with exterior ' ---- •__ .r • glue. nailed with 104 (hot dip only) galv box nails according • to nailing shown on plan. ajr ,Ip.L INSreGTION19 f ..t,6i Ulf2s 0 x012 : . continued next column �, �f•l� T� Tu-T- U(� 1h/�1-�- I�►°�r•��LF✓. d ALBERT RUKENNE'YJRSPE •.. • G ' ALL l�l`1 �I W5LI�I JUL - - .) • y Imo ' i[ CCS\S�l_1I\G E\GI\EER/ LA\E��Y`!_ 503/244-9811 or FAX 244-9817 • GJ��i I l.. I� � G�IO� �. PQ�rl ' ‘ 51--41" -' ' I I t:27." ' [� .r, 74./L, •‘,.1 l 1 _ ------ _____ ---- DATE 1 1- _ �j�_ T a CITY o� TIc. 4p .r, I � It.�INra nep� -TMNT ��'�"ra. �'K _ t- �, "cfy _g3n9��>, , �3 a` •tip.•' ( �.- - . / f ------.---- ...1"./ --- ----- kms / .� � AWN , -. :-.=• JLe. P� C k.r. '" JOB NO. 150 7 • • s SHEET NO.• R. KEN�c`+ ! .r B72NDAVE2 ,SIT J� ATe , BUP 93-0325,SIT 94.0002 ' 1 r,"�) • i • e of 19 _ `\`� 1`�; t } _ �._::l\ - •-� 6.1 - - --__ - - - - --- IF THIS DOCUMENT IS LESS - r1 1111 1 1I1I1 I Atli I iji !1IIIII iii 111IIII 1I1�1 ► f� i1I ITTl1I TIIiI11i SII I i 111 IIT[11 ,21 TII ►111111 T117 T1111�111IlIf�f' ;11111 1�r11�1 1�111�r�1�1T1� 1995 1 I _III is I,�3 I 4 I � �1 I 1 I�� . I I 1p� 11, I l 12� AUGUST _ 30 1 1 i 1 LEGIBLE THAN THIS NOT�i'ION, _ _ _ -�-- _- - • i , 1 IT IS DUE '1'O THE QUALI'T'Y OF - -_ No.33 ®'-?w. _ _.._ ll - �- -- _ - 0110110111011111., • . _,,HE ORIGINAL DOCUMENT. 4 6[ Zt Ty OT6 d ' L 9 9 fiEZ1t3i,u�" 1 {I �I1IIlllIIII1II8ll1ZllllIIIII ZII111II911111IIIIZIIIiIi8lllIIIIIIIIIZ111111lialiiithiiiluiliiii tZ(Il�llllZllII� � IIIIBI�iIII►IIIL►I�TII►IIII9iIlilllll illli.11lliflu11111lll 1111 1111 1111 W11111111111111111111111111111111111111III111111III1' ii • • • • • A B 0 D E 4 Q (a) Q 417 Scupper I I I I I © Parapet - -- kL------ wir— Coping,Typ......./...-.01 /1 -- i [71--- I i.. ..__. __ ..--- • • I. —�- , / - 1 i 1111 IQ »--- - 8"0 Downspout,Typ. r= LI1L - yy f i � -- -- ____— I1=-0 �� I \ � Aft 'Pl.-. In An. Floor I-J"–, '1 Fin. Floor WV II ....�— I os. _. __.tee �'�- �..._. - .m =t=- v I _ __ .—.� ....._f _ MireDraln 8:Owl:y 4 .. 4 g c 0 : Mirafi or Eql ... b, — _� _ 'c 4"a Perf. Dn 1pe INIMEMMINI t� i I — I 4i. ,, -i ® Foundatn, yp. I ._ ' C•. �—}--t 1 -- � C �� ___ — Fin.�� - - -1 I . t I I J T- Existing Grade Ii (19 - . r i ..............____ I 44 I I rt ` ♦ iI J v A. East Elevation t re"=1'-0" Q co 0 Q Q D Q B A _ 1 • .� Tilt -Uep.els Conc. VI pllell 1 III-.1e- - i te .......4.._LI . 4..i.._ . Z,) FinFloor . 19 Apply Sealrer To N Awl., """""" Concrete Panels,Typ. _ i ME 111,' IIiIIU. Fin. Floor I { F 1I tiff,,, i I ; 11 , .j. . L I I I . I 1 B. West Elevation 1 I min- 1/8"=1'-0" I r Q • • . (i; .... c?A - _ 1 --� 1 ` Conc. Retaining 4. Wall Beyond, See • Grading Plan Finish Grade -a----- 14 l .4 i ;11111 �',•-. �---" 111 III?III II '111= 111111 (Ir7l.11 l 111= _II — —I If) Fin. Floor _ �I III =I1 ,r-._. . . .__. ___..__. ___..__ . __.__... _ .� .__- -—.. --- . _.--.,__. .__.._. ____.__._.__.__- __ ` li: ..... --7. Ei I : I? . , . , . , , . . ty) 1111111111111111 ��.11111. 1. — .—.—._.__. — . —. -�-! -- -- _ Fin. Floor Fin. Floor 1 (11111 =I1--111 ., ._. _._._ . I 11111 _ =I1 ,r D. North Elevation I. - -- - ....... ........‘%16•11.&.4..... 1/8"= 1'-0" I i South Elevation r ALBERTRKENNEY, JRPE C. out 1/8"- 1'-0" BVGINEER�NER 503/244-9811 or FAX 244-9817 �� F��/�-� DATE /.•:: :,'", ,c< F FINLANDIA BUSINESS CENTER ��, k��r�4f S -23-53 �.z" r.. .,a % S.W. "/2nd Avenue 12-28 93 Rev / TIGARD, OREGON I-.. 1'2 1' " r1, pl;tcc�N -- ---- - _- -__--_. - JOB NO. -- �<( Y• `4. .y BUILDING NO. 2 93088 Y' 72ND AVE.,13450 325,SIT 94.0002 ' t,�f`•.__ - t\�� R KE" EXTERIOR ELEVATIONS SHEET NO 2 BUP 93-0325r 'ti 9 OF 19 —._ _ .—_ — _ __ _ 41 Mk IF THIS DOCUMENT !S LESS TN* . 4 11T�I11I1111111 11Till!lTIM 1-Il11TTTi11111 11TI111r1rT1111'11711 11111 1 1l1 111 11T111• 111)T1i Illi411711I1111111 TPllli ��ili iI'Iifr rj1�1T11r1�T Tjl �1l� � 199 'i - . , .4 LEGIBLE THAN THIS NOIAI'ION, • 1IIIII II '' II ` I �� II I 8 � '91 I 101 11.1 I 12 AUGUST 30 " IT IS DUE '1'O THE QUALITY OF - - - - - -- - h THE ORIGINAL DOCUMENT. — - -- - - - - - - - - - -- - - -- ---- -- ............. ....• .,•.,, t3Z 8�Z LZ BZ �Z Z� ERZ �Z i8 Z i 8I GT BT gT til et ZIT TT 01 6 8 G T8 9 '1b E Z 1311001 i [It'll' 1111111111IIIIIIII 1'l1�1111111111111�1111111111111 111111ICH 1111111 l 1111lll I�j � I 111 HIM! 11►1 i lu� iIII�u111111 iilliiII uiiiiiiI I H111111111111 ilei 1 I �11i�lllllllllllll � �� III (( �II �� II� �I� ill 111111111111 I11111111111�111111111�1i111111.! I�Ill1111111111111111111111111 11111111W • r • • c. • A B C?..) 0)1),D � � G H 6i)_ __ _—._._ _____ _. 191-2 3/4" —-- —.._ __ __ —._ ________T r- 17' 8 1 re" 18' 6 5re" r 25'-0" �r- 25'-0" 30'-0" 25'-0""—_ __ �`�" ____- ___ _25'-0" -t- I I i I I ii 1 I I I I ! i 3 I I II 6--0' 3'-0"xT-0" /1..2.9.,1-1 q i I -- Locate Panel Joints f>u Grid Line, .�_�,.1''4 3i4" 45 Minute . Typ.® F at$West Wails • /1a I Tj nel U.O.N. I Conc. Wall Penel s�, ! Conc. Wail Per *Conc. Wall Panel r ' I I i �0, - ' — _ _ L_ — I )--'' Handrail Ea. Side •_....-....,.. I F I s� I ! 1:71. ! 1 1 N I +- % I — ,— ____-,_. ••••" .... " _ . . CO I 0° I 1 I _ I I 1'0' 13 T 19 11"■I t'-11' �1'-11 I TyF j ..aMY7L0" A • HH- I I I N • Tro i . i — . — -- . — . — . — . — . — . iIIi Al T1IIlii JIIIi IIIIi IIIII ttl'A : IIjI IIII II Panel Joint v o co e Adrp . • 1 I I N , i I I I I I ! 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K\\\\_ _ . _ _:.— , .... __ —.-- ._. .—. . .__ .. ..— . �p Hi lin Door Door Door ,>. C F"' >, Eri` T�-( T� F f '�` �c E� NL ft Door i 1 1 I -I- • * • sro� , l 1 A� eon f .,i. I 12' 6 _ _�—} 18'-0" — I I i I I f I I • ( 12'-0"(Storefront) 3'.-C1 4'-6" 16'-0"(Storefront) 4'-6" 2'-0" 4'-0" 10'-0" 4'-0" 8'-0" 4'-0" ( 2' " a'-0" 15'-0" I5'-0" 10'-0" _ 8'-0" ' 2'-0'2' 11'-0"(Storefront) ,— 12-0' 1. , --ar • 173'4)5/8" I __-_ __1.. I ___ — — - -- ---I ---- f ► r ABER"' R,„ KENNEY, JR,, PE . CONSULTING ENGINES OLANNER 503/244-9811 or FAX 244-9817 • DATE1 ,,-�;F"t� "'hf('F�;S FINLANDIA BUSINESS CENTER 11-23-93 Floor Plan Building No. 2 �,G►" 6 �;L l - � , 4�1 Asri��`: S.W. 72nd Avenue / ?5j -94 u1 �' 11GARD, OREGON JOB NO scxc t FEE r �--� nnccp+v 1 _—. i 1/Pr- 1'rr p^ <r H. 'ob �•/ BUILDING NO. 2 93088 72ND• AVE., 1195 0 NORTH \�'-------A-k ' / SHEET NO. BUP 93-0325,SIT 94-0002 %••.�. Ki-._ FLOOR PLAN 10 OF 19 t. • p,• .ur „ . .._..,._....,. .. - i� a m«taile-�r 1111".__.._A�. __ I.M. i....:... Aimpie • IF THIS DOCUMENT IS LESS 'It T� TT 111 lir 11T til 1 1 11111111111, 1TT(TTTT I l IIl ►111111 11f 111 !li Tll T I!r 1� 1 11 111'11T 111 I1i11�T�IFT !Jl T11 11rT1jl Ili I�t )�Ir1) 1 • : , • 1 LEGIBLE THAN THIS I 1 I I II ( 6 I I / 8 I • � 1 1� I ll,l 1�� AUGUST 3C;� 199 • 7 N rF S NOTATION, L—_ - — - -- ��. --- _I -- --- � ---- 1 I IT IS DUE TO THE QUALITY OF No 3e ==^"-! iii— -. THE ORIGINAL DOCUMENT. 6Z 8Z GZ 8 Z Z £ Z IZ Z �i 1l�li Gl 9 9T 6I EL ZT Ti T 8 1r �}G 9 9 f- E - IiZ i �ioiue -N,1 I I ► u i l,u iu unIan n l im' uu it ilidim<inifine�iiiil�iiio ..►III �Illllllilllilll� ►III L) I. ►lll L.IIII�llUlL11111U��lll.��llllll.111i I lull ICU 1 11!1.1I �� I Ill IIl VIII IIIIIIIIIIIIIIIII 111111l111111111) 1111VIII IIIIIiII I IIIIIIIIIII{Illi! II ..1111 II IFt �IIIII it I� I l' t; , . , • „ . 1 . , • . , . . . i . . , . • 1 1 . 1 .._.._.. ... 3 1 ...___ . ..... ...-- ..... •-••••^' , . A B o ri1 13 ® @ 0 . . . 1 1 0 Scupper I _ I 3 Parapet I I • ' - gar CoPing,TYP. III i . , . ---`,---- - - -------------------------------------------------------------------- - - - -------.. - 5 ler . . .. §..I N. 11111 s 1J /--.1 % t .... . , . I.:r? 111.-- re Downspout,Typ. Fl I II I ' 1 ----- mg_ I' ..... ---ill-"al k. - I ..... , Em= 0 ty) Fin. Floor _ iii Fin. Floor .1 I 4) _-__• i.;,,„„ ___. . ......... •__fro__ — _ ._ . __ .__ 0 _. . n-. _Ill _. ___._ _. _•49._ libit.-- • ,1 Iv .1 7 .......„.. z? ..-- z3, 4-----), _ ________ (1/4D _- 9 _ ..., C6)5 111:111-.--- pt,MlisinirroaarDpi r:artinEDqual6000ram Bypipe • 11 ,--1-- 1- ''' .... . __ i,' . \ I 71 . .' , .......1 si:........ r.) Mil L .7 I i _ i 1 I -1 1 I 'Et) ___ ___ _ _ __, / _ _ _, e .. • . A. East Elevation 1/8"=1'-0" 0 0 1E)1 (i)0 43 . . , . . ,. ,_... .• -..........—...-..• i I . ,.. . i 1 I '1 ., . 1 1 '. . ---'4''•• ,r=--'k.. -Z--/-1k - ,- -_ • P"A.t•-)M4.- - 1- ‘..... ...-.."------ TItt-Up Conc. Wall .-. iv -T. .. A ----....„. Panels,Typ. IAt-- ,.... _ .. ,. ;4! CD'' .1.- fl ---\ , — -1 — 1 .-. ",c•-•'At•.; •.t._ 2. -C _2: . . ._di .t_. , . _ . . . . . . . Fin. 1 ---------------....--______ . i ' . 4.-.. --1,- Ric\t‘J E L._ '7" - p 1 ---, ' "-r ,..... — ___,..... -..,.... r., ---'---Apply Stoker To 1 1 li_....---..„...1 Concrete Panels, Typ. II 1 .. . i :4 r . . L ,[1: Fin. Floor . — —- --------7---------_--------------_— .6'.--- ..:.. -—•—•—• •- •—• •• - • • • . . . . . 1 I _ _ _ __ _ _ _ _ • __________..- 11111 IIIIII III i 4 - - - - - i I ...A. ,4 I I I I .• _ I - - --\- - -se ‘ ,. B. West Elevation .• ,, . -- -- - -11..41 • 1 - — - - - • lin' • • .. 1/8"= V-0" I • ... .• . . • GI 71 " 0 0 CI 0 0 . .• f ,• • . , . ..,. .. ., I rt , -- - _ • __ ..,.‘ - . z .:., Conc. Retaining I Wall Beyond, See -.1,---- al GradinFlan ,-Finish Grade 4j _ ----I--I----e-t---._.___,-A___. I _ 11111 g t 1 4 L II 111111 1 MEN•Mc..• II= II ..... .t..' ... t .... . ME 16 . WO i t? 111..7. . . : - ' U. El I I lq) Fin. Floor ,• I , ..... 19 t ' i • ht‘ .T . .r.,. . _. , . . , , •.; ... . .. -7 A e-esz.. -L,L.-, .L. '7 Aii EL rz.R -.• II 11 . . . . , . *... 11111111 1111 1.1 [__-_------. : Fir. Floor Fin Floor -- ... 111111 I - -..- ........,. -.......e. • -4 t. .._..-..--.....-1 , 171. . ---.- ---• ----—"— •—-—•-4,----- - - - . , . • . .........._....K__L .1,, _ ,, , ill 11— .1.1 _ - - —I . • L-- - - _ _ . _ .. _ .. _ •. __- --•••_-..-",_......._....„.........j ._____, . .._..... ,, __ lr.--7111 I n Li _ __ _ _. . _ _ . __ . ._II , i . ----\ 1 D. North Elevation .,---,---)------k----\__ 1 • IIIIIIMIIIIIIMIIMIMIIIIIIMMIIIIIIIMMIIMINIMMIIIII • - . VS"S --7- 21 -14 . . -\ ALL F--:-..--LEV . . \ PAt•-)ML- RE'Vk Si C - N 2 ‘,,.).-S :z) v. . . . ... ._., C. South Elevation Al[ ALBERT R. KENNEY, JR. PE ,1•, n. 1 V-0" CONSULTING ENGINEER/PLANNER 503/244-9811 or FAX 244-9817 ,. . • . ./. • 'cc 0-0ig-ri-/-';N FINLANDIA BUSINESS CENTER DATE 11-23-93 . , k 12-2.8-93 Rev. S.W. 72nd Avenue _S •- I- 1°-lj" .' TIGARD, OREGON -i- Z1-1 /' r--vlit...-4,4 (I-, JOB NO 72ND AVE., 13950 . . , ., T:e.:4'(1* i 1•`,G,..!k C17" BUILDING NO. 2 93088 1 ET BUP 93-0325,SIT 94-0002 1 R.-Itt kk"‘"_, EXTERIOR ELEVATIONS SViENO. 2 1..,, 1,, • ,m,taw•If,.4.1.41,414.'4''' 7'V.”T.:'!114001 MiailliPlevViraileilitilOkalrrONOW.'4"" ' lu..r4feIPOMPIIIINMIIMIMIMPIIIPMr •' ...estriemosteesteleelieelliefehilimov..wiv,v-04inwameminemosamsewvewairorletemooss-rmiotormirtemistp- . 1995 ' 1 i i I IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, I'I' IS DUE TO THE QUALITY OF N 3e it.44141101000, , '1,5. -.---' • THE ORIGINAL DoCUmENT. ,, rt 61-E tli ' LIZ 9Z I Zitilitititi Z 161 leti I Lli 191IIIIIIIIICF1 ZIlifilOil j61 9 L ? I g T.--; I fe- I JZ I 31111111 A . ' , 1111 11111111 1111 1111 1111 1111 11111111 11111111111111111111111111111111111111111111i 111111111111111111 111111111 111111111 111111111111111 ii 111111111 IHIIIlli 11111111111111B Iliiki 1 iiiiiiiii militiLim iiii,initt uffilitt tiffituiliitiiiltinililli iiii IHI HAI( 1„ t, I . . . , . illilli . 1 • (:),1:;) • • A1 ) • 1 I It II Class A Roofing Over Roof Sheathing .1.--0 r 0. Panel _ w - Awl d a Q e1............ _ , / TO Con ' --_ -- --- - - - - - -- - ----- - --- - - — - '4, _ �— � — • Slope. 3 16" 1=t lair • • ' !� :k.-..:•,' . 0 �� —_. .sp. r = - I I I f p3 I 0 \ Beam. For Size& Spacing • ' l_ �.- 1 \,11--1.--(L• F.p�1E�p M tJ ,rte . I IT- S.;1-"-r I Cr•1 t z.) K-t-I�E P-6- moi`C ANT' See Roof Framing Plan _ ;•' E•?•r�i'-� '`1'1 A t.nt�G� — Purim, For Size&Spacing \ , • 6'o Downspout •- • - H l e, 1..1,.1 ©r rv�. 4 I . j - R- I 1 vI � ;.• FPec) See Roof Framing Plan \\...... ... I G X IJ' rill' 1rf ,,1.•p�r 1..1• Subpurltn, For Size&Spacing H)-LIR Door Trach Beyond '4 Qr..'" ;�) See Roof Framing Plan 4 n N, p I <v N • ,� . c +-------- TS Column Per Plan 1 1 i ', 1 1 13 I 1fl____ 6"Conc. Slab O'rer 6" 1 Opposite Handed m• Compacted A egate Base 1 99' 3uardrad, Steel Pipe Ii0 6 Over Prepared Subglade 1 _ ' I © N / @Office Areas, ► See Floor Plan ;• 'I I —{ Fin. Floor 7 C { _ —. Retainingl __ ^� — — Conc. Wall C� 1 I — 11 1 �''`� ck { _ I Loadm Do (+' N=111 �. =.11 I` BM g ---.._� d 1I =111- -1[•11� Asphalt Paving, See Site Plan • Al ... 111=11.r A. Building Section „1C�JI1 . I x _ 101III` .. , Parapet Car 9 C3 j O �9O ® n -Pt Base 4 1Y1 11.IIIIIS.111\I.1\♦.\II N.11N 1111111 I.♦ 1\\I.II/1.1404 ` I J �{)111111 u/O t 1110 `.1 36' 3d-0 0 i, I l i _ t I 24 rnux 11 19 I _.._. I B' 1 D•♦ 18' - a 2' I I 1'430 4a 1 :::. L • i 1 I I 1 _ 17 19 1_. o• etitT I g•�`-T- I i • (1) N V7 u 1 I I' E .E m , a1 ry E vt mIF, C --;.> -•aZ—moi '- -- `- N 9{ E ` 4 4 / a_ , . to :::.,,,,,,,,,,:::::::::-.:.:.:::§1 -- ? ,.. :i:::i 1 tr ,I, 1 413. 1, 1,_____02:4 8mm G max L_ / � :OS /-..ISO For Additional ; }� 1 I I vi Roof Details 1 ., I I,,a.,,. I r nllln,. ,ll,,,,1,,.1.111 • See Drawing 9 dllu,ulucdhcl„m.iIal. • I I I \\‘‘.121: 2• g 12' a2• Z (a)Spout Height and Knee('learance (h) (fear F Four.S'pucr 36' 12' L. 38. "�- 36' 36't r 'Al .- 1 ! 1 I 18, ie• - - , -. , ---- - —1. - - - --- -71\ -- .--- - -- ---- — ---- - .- — — --- • 1 -NUT TO EXCEED 1 I I \ 1 ( 1 30 min { 30 min ii FI?(TURE DF.PTN 700 o ` I I i I I r - r------ T---r- - b:fol + a 1 / \ \ . l I I • c. `t:,. �� {III 1 1 I 1 i E o I° m o O g MatC a5 30 i I l 1 .t ^ v / 1 I I I 1 \ . iI - ---i. _ -0-- --. — ) . .. Irohr lunJing/•'uunUlu6 uunlxm n d .11u l I,r/I„llnu ih•/n/'nunmir/ur(oalrr Fig.27 rTY• P FIXTURE MOUNTINGHEIGHTS • .-. 1 rD.S. L I . M - ! 4 ALBEENNEY, JRE eSupper ` , EE LANNER ry _ FAX _ - , ' � CX�INSULTIN� EI�lCIN (7/ 503/44 9811 or FAX 244 981 7� - 1 ATE FINLANDIA BUSINESS CENTER 'D 11.10-93 B. Roof Plan Buildin • Ido . 2 _ x , iGA D, AEGO - `� TiGARD1 OREGON . _ 1 t:' E' --1 cRCGO"1 JOB 1.1C . 1.11.1411111S11111, 7�\;,:�` ''11-,:'''. BUILDING NO. 2 93088 72140 AVE•, 131ast) SCALE IN FEET 6••..� !1SHEET NO. •`'' ” BUILDING SECTION / ROOF PLAN 3 War.11,.0,1 NOR 1 Fi _ _--_ -- - ,? 03.03-, ;�325,S!T D�-0002 � _.._ — -- — .,/ 111 III l t 1 TI__Trii I t I T i 1 1 I I I I I 1 1 1 1 1 1 1T1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 { I"1 1 T T 1 1 1 1 l l l l i l 1 1 1 T I l ( 1 1 T 1 1 l 1 1 1 T 1 1 1 i l T l l l l IF THIS DOCUMENT IS LESS I 1 I �. I j I 1 I � � 1 T I � � j I �� j 1{ /. r 11 ! I 1 l 1 1 l aoj l ��} f 1� AucusTo q95 LEGIBLE THAN THIS NOTATION, 1 6 /� 8 ✓- 1L—_— IT IS DUE TO THE QUALITY OF No.3o e.-liar- THE ORIGINAL DOCUMENT. E 6Z BZ LI 8Z Z Z t Z IS Z s�i B�I LT 8T 9i ibi 1 Ei Zi TT { t 8 4i L 9 I 4 �' £ Z To111ua ''� i1 ► ��l l�l��►I�l�►►� ►�illiiii �ii�1�� II I 11III111111111111!!I 1l1Illli1111 111 I IIII l 111 111111111111111111111111111llWlll-I 11 I� � � I� N II Ill.11l111IIII 1{{III� � l I ' � ,� if , 1 I II�►Illi ! III►11111111111111 I II I {IIIlllll . 11l ►III llll { il i 1 • I f J •• • • • • • • • ® - Elf3,- 191' 2 3!4" (G) ills)..1------- Oj R-- �-- -- -_- - - - - . f _ 147' �' 9 -___. _ _.__.T.. _ _-_--___.__._-__ - _ _._ -._ .--. f r _- -_ - i 25'0" `"_ 25't7' _ _ _ ��'�' 2,5'-0" 25 0" 5 p' ii I # I 1 I I I I I I I i I 1 i r� 1 /--._- 7 `8) I /--•Indicates Orientation `� / of Fanel Joint, Typ. ii i /-------, I I I --j. ) I H T IC) 1 - Locate Panel Joints @ Grid Line. ,---- I I , , (. ...__..) 8 i I Typ �a East 8 West Walls I . i�aaaa� ! ! 7eTdtuPconc. Wall T Panel 11)U.O.N. I .+ „ A� y -. r _ \ dYP EtiJ jilt-Up Conc 1 ift U Conc. Trit U ConcI ,,,1� i0 P12 P • �� •`� ' I PlUfb JointI WallPanel See 1T 1 �;L Wall I, See$Frr t� /---- NTsnel, SeeSttTl�t�, _ • 1 f-- - .._.- �+ L I .}.r"'.L''1:.'; '.1.....•:‘..A1..,:•.-.....4.' _ ._ ,� _ 4 _ -._.-.____.- - - • _-_-+1_ - _ .-_.."___-rte- _ _ - - _ --- _—_-----�----_---_--_.--. ___---•-_-_._"--..-__—. �- —__._._ —.. ___---- ►. 1--•rT-r•TrT, r•.-^•T•• --_-rte- -.---. --_. __ --- - _ C-11) • al • • • / ape, ' I . . UO'"r .P . . • II • r _ _ -_ I J . C.J. C.J. -� CJ. ---+I CJ - i;J --••' 1 ( 1 1- • -- - --- --- --- --- -- - - ---- -- -I- - - -- --.-. -_--. ___ -_ S .' •'' ' Panel Joint • i. •� I I • @ Gnd J z____, 10 • s' /1),Q �' �, �s C.,1 8 i I Q i4 —I • .. Tvp @ South I i a; Wall Only /�L 1 co A� I / ,/ • n ` - I i • I i f ' I ! I • ' c 6"Concrete Slab w #3 18" .c Each Way Over 6 • Compacted Aggregate Base& Pre Prepared Sub9rpde• i cV p / 'r ► i r .A i .'i: ko • • °� �+ i I u, /. �•• O• i i • • • • w.. • • • • .f-:-.? r r •.+.dam ,J„-'- -�r►.r' g ® 4 / :• t • • • f ?f +ji 4 4 4 0 0 t r V FF • • / I f{I I C I • 0 4 0 I i / :. CJ •- -:::' ... i • ro • } I t .4. P I ( tt!! I I I ii / i C • • • •• (,) r Install6 itPoi ethYIeg Moisture 1Farrrer Over.Aggregate Base/ Typical entire, �iAb• i • 4 - • • • • • • • • • • • 1 i � v I AI •• 7 • ••‘) { • tC.J. t' Ty p. • North h Wall OnIYSm. r I } •• t • : 1 • I I t, { r i I y. J # _ _ -, : :4 : -- E—E - -- _- -- _._ ___-- _ __-- _____._._.____ -...�._.___�.�rr ____•__•___� '... '''' ..'•••• •--- , li --41-(3- ) • 1 ! �~\` 6 6 1 •UONCD I ► I40 0 9 ilill I 1 /S'i - YP °� Storefront @ 1 F1 i I I ( TYP @ I 8 q� Office Area Office Area U.O.N. Storefront @ \�i I1 . K* 1 I i I I I I ()f ice Area �- --" • I I 1 I I i ' i i • I I i I I i • I I I i I 1 12'-0" (Storefront) 3'-0'. 4'-6'' 16'-0"(Storefront) 4'-F" i 1 4'-0" 10' 0" 1'-0" 8'-0" - 4'-0" ,2'-0" 8'-0" * 15'-0" 10 5'-0" iQ'-0" 8' 0" 2'0"2'0" 1 1'-0"(Storefront) ,;. le 1 ----------- --. _ ---__1_ 1____ 73 h Slt3" - - 1 1 i 1 ! I i 1 I I I 7 • FOOTING SCHEDULE Special Panel Reinforcing Notes: -------------- • r--____._ T j-- --_ --T - - _ _- - -,--- ---'- - - - -- - xS11L11NG PIANNQ? TRANSVERSE REINFORCING LONGI"i;i01NAL REINFORCING Note 1 503/244-981 1 or FAX 244-9817 • MARK WIDTH LENGTH H DEPTH T-- --=r .--•------ ____ _ 'I____ _�_._ -. REMARK' NO. SIZE LENGTH SPACING NO SIZE LENGTH SPACING Vert. Rein?, Interior F ace #5 @ 4'o.c, Full Height, Maintain 1"Clear _ . , ----- -- -- - ------ -•— �= _-_-- __-__._ -. Vert. Rem?. Exterior face. #4 @ 2' o.c.,Full Height,Maintain 1"Clear FINLANDIA �_-- F 1 t' 8 CONT. 10' 11K3 1'-5" 2'-0"o c 3 #5 Cont Bottom See Detail i16 Horiz. Rein?,: #4 @ 10"o c , Place @ Intenor Face w/Every 3rd Bar Placed Cab Exterior face r�•�� 1' INLANDIA BUSINESS CENTER 1 1-23-�3 F2. 2' 2' CONT 10" --- #3 1'-11' ~ 2'0"o.c^ 3 #5 Cent y Bottom L,;ee Detail 2/6 __ Nate 2 Foundation P lan r�' w' ec,-d f ? \ �9 `� ___ -� - r- - -•-- _ -__ -- c cS.W. 72nd Avenue + __ --_._ - __.__._ Vert Rein? Interior a</ #5(� 10" o.c , Full Neight, Maintain 1"Clear • • E3 8'-0- CONT. 18" • See Details On Drawing 10 Vert. Rein? Exterior Face #4 @ 24"o.c., Full Height, Maintain 1"Clear ■ fI(iAND, OREGON I Hora. Runt #1 @ 10"o c., Place @Intenor Face w Every 3rd Bar Placed @ Exterior face -"1 ORI ION 1 / JOB NO F4 6'6" 6.-6" I 14" 10 #5 6'-3" 8"o.cc 10 #5 6'3 . See Detail 11/6 _. __—_-.---.-.---__—__ 'WAIF it r ' i \„( \ BUILDING -- oc tIr�trt + F5 4' 13" 4 �' 10" 6 Jf4 4'0" Equal 6 #4 4'0" E uni < j , Note 3 NORTH �' .�`t� c'��, / NO. 2 NO 93O$8 Q q See Detail 1 1 6, Similar SHEET • I _ #4(g� tt)' o c, E1�:h Way, Centered in Wall N, E;1h �� : � 72Nt)AyE, _— _—___—_ Y• �' K - FOUNDATION PLAN ,� ; I . __ ... .... ... _.�-_____.. ... ...-.._ ___-.--._ l , ,13e5o 1 - 8UP-3.0325,afT.44002 — _ --- - -- _.--- _ _._._._. - -- -- __- ---- -. .—....a..... _.... _._._.�.._ ... _...,.. ...,.. �.. i ' ' a r a .K.,. .. '+�IINrIE /AI�MtM��at"• „ _ .... - ...�.,..+....._...�.._..�._._..._-..._ _.-.._ .�.,,,,.�,,.. a ., .t>alfx;��_.qpw roF6..;,1'( , •,., r 1 •' t11�il�grr•.;�,• :.t IF THIS DOCUMENT IS LESS• tltllll i11�111'Ti11111 11111 t17111 111i1 1 1111111 i111111'11TI11t 1111T (-T1tl111 i11Ii1t�i1tltlt Ili'i i 1111111 111M 1111111 l� 11'1111111 111�11� 1jT11�1 I�T�1�1 111�� l T � A[�� 1 ft , 1 1 4P21....___ 6 g g 10 11. 1 AUGUST 777 I LEGIBLE. THAN THISNOTATION, 3 i I• H - - i - - - - - - - — r i No.36 e'fir',,,"' .�� 1 JT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. __ - r -T-- - - , :Y , E Z BZ LZ 9� �Z Z S Z t Z t 8t Lt 911 41 iii E1 Zi tt Oi 8 9 L 9 9 i I S I IZ lionitio I I I I ' I Illum( II ini Ill! I I fill_Illllilll�llllll(11iiIII�IIiIIINfI { 111111 1 1111IIiI�iI (Z ! 11111111111111111lllJlllli(1ll�llll 1111.111 l II IIIf 1111 lll�lllllllll�llil llll�llll 11 l� 111{Illl�lli{111{iIiIIIiIIIhI{II1111r1111IIIilIII►Illllll l� iii,illll Ilfllflll IIIIIIfii I i 11 • t ; r. ' ____ )• a ( B (1?) (n (E)-191'-2F 11 r H f --____.__ --_. _ _.---- --._ _____ ______ ___- _ _.--_-.- -' cIiT_ _____�-------- _.----'-----._ - --.._.._ _---_ -- -- - ABBREVIATIONS.147' 0" 17' t3 1/8" 18 6 6i1;" 25'-0" 25'-0" _-- -. -- ---- 30'-0" --- 25'-0" 25.U,. 25,-0„ 'f -- ---..±. AB -Anchor Bolt f.'..,' i\J�_>"I� H E2 [>1 , ._ 'T. :3T g`P'S GL •Glue Laminated Structural Unit I I i I I I `' 'F c., M-.1 lad c x_.t -- `")�- i''' I TOW. Top of Wall -)- , �+' ) ) c =+'aT X11" CI ; 2 r'iN �✓ I TOB.Top of Beam ! --"••••••..,\ 34'-0"N- /C......" I 12'-0" 12-0" I Sheathing Netting. Edge: 10d 0 6"o.c.,Field 1 Od a 12"o c. _ _rSittj.144-'1‘2'./1 D1 _ - 12'-0" 12'0 12''0" i 6147E N� �U Sheathing Nailing Sheathing Nailing Sheathing Nailing Sheathing Nallirg Sheathing Nailing Sheathing Nailing • J 9 Sheathing Nailing. 1 27' 0" TOW GriZ}1 icd�t �E C g I d9 d9 ( • I Edge: 10d @ 3 1/2"dr; Edge 10d(F7. 4' o.c. Ed e• l Od @ 5"o.c. Typ �,e3;� Edge. I Od C 4"a c Edge: 1 Qd @ 4"o.c. Edge: 1 U0 @ 3 112"o.c - At Peitmeter 4x Ledger 24' S"TOB 0 1 Z Field: 10d @ 12"o.c Field: 10d @ 12"o.c. Field' 10d @ 12"o c. / y. Orsi Field 100 @ 12"o c Field: 10d @ 12"o.c Field: 10d @ 12"o.c. ' '-0"TOW I E�fye 10d@ lig" u.c. Staggered, i TYA. Le-Ot.ER. niati)(, �inci�u. Nyk.'o. LPaa.m.R. rrkii- r.•1t.1 j iYPical All Sides I , Beam To Wall �' a I o' STA..•f.E ia. '7 '. �_ s-•r A Gii�r1.2•. I 1) • --) N,— --- I t • I ,`� • ''••• ••••• ji•-•: I' _.. _... • ••••••• ••••••••••• • , _. — ^ .,.�, .:.. .. .. . )'' i I I ,f` I (L) � .--t6VA � i , w/(7) t.1tilL"` gip►mr.to .;;r ,... .. . I ' i l { . • h I • 1 I I W a LL —Simpson PA23 @ Ea. 7 . Purim, • • Typ. North&South i . — • ••••••=9•9 •w , • 91••••••• • r,..� •�M:.►1..rihi.'• ..�... ..�.�• • •..�..:�„ w. •i... Walls • 4, /' v -• d li r• V Q / . . . . G..1 • �' N N I ? II N oIPUrhn to Wal1 O cc a O 0 ;y ? N n; rg' 1 J ...! — •. . .. . — w . • w 11 — • — .. — • u.r.r....r. r.r.' 1..tl '�h .41►. .� :i.—. "1 �• +�•'1•!r0 • • c7 L7 — '�!,Ae4e1 • Y Q aD • CD '• x x / C7 .i 1 L7 C7 •N m N N <"> c7 rYl t co m (c f? i I _ • a vd•.► ...w ori.:!*jR �Q r K f f- F- Vx C . . .. . . — te . t•. .,. rime • • gnaw. •t•••••••• . V) •••••••• • r • •••••••=11.• •••••••••m� •••••••,••• . mamma • ••• ••• • •••••••= • . • ••••= • • • 11111•• m .. . . ice•.':'..',::• • • ti, � •+L•------ x 8'x.9/16".0-SR `yrs. Purim • � 1 YP.. Purim J i' 4.. 1 T ) 8 tB /. / T� ro fPAln. I.^_...rn m S .. P_ea T II i • ) o Wall_._ 9• • • • • • • • • • • r • Lc' A� O CO yp. Grid 2co I /P r J i . . 4 :. /%� _ _. --_ -�. —_ _-- .___ __ .__. .-__. ___ •.'. •�_e.•�-. .yr.. --- -- _..__ -- ____- .._ _.__ — ___ ._._- ....—. _ ._. -__ .�_ __._ - ---_ —_-_ .._..._ -- __ — __ •...r./. t..t •_ _�._+- _ate..: 'I _ C — — -- N 0 n •1, 0 . 0 / , s s_• yam s -jJ • l :itis. T 'F , , •!'•/ cii �, y ... k r0 1 a) ax 1-) ' Ledger • r g r • A r T 7 r- 8 2 �" 0 C. f . • • • y' 1 • n 1 1 r No h R � Walls ( 1 I y i i I • • 1 r a,•• X•, � ri I / Ii ! • / / . . a ••!: } T• I: t J ! O I 1 r I. I 1 ) Q • O O �� . .� w — .•� — . .�� .�� .� . — • ...� . — . — .�� . ...•— •.•.. �. �. . — • .•�.� • . •. . �•. —•— •MINN Yn+ • a•M�.•w•.4..— • •— � :25' 0 TOW N N 1 ! t ! v - T'T^•"• N N I 1' i {{ { • q . !. I 3' 12"TO • • • • • • • • • • • � , •2 b fi . 3 I 1 1 r i Typ., Subpurlin I l I J B I � { } t 7 fiP rl l To � 1 .r , / I I / { I l t • I 1 1. 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East& p • • • • I t wept Walls p► f • r rr Subpurlin to • • • • • i Spandrel, (2) PAT18 • • } • x t. 1 • 1 1 , c 1 Straps .. �.. . - . . _ - - - - - - _ - - �__�. _ — _ --_' — = __—_- .. -_ - - - - _ - - -. - � -•. *-- a� i 25'-0"TOW 25'-0"TOW I 25'-0"TOW I 25'-0"TOW 25'-0' TOW 25'-0"TOW I 25'-0'TOW 25'-0"'row ------- 23'-2 112"TOB 22-11 112"TOB 23'-5 ti7_"TOB 22'-11 1/2"TOB 23'-5 1/2"TOB 0 22'-11 1/2"TOB 0 23'-2 1/2"TOB 23'-5 1/2"TOB • • �r i I O. SubFiurhn BeamTo Wats � I I I i � to Wall 1 i I 1 t 4 ► I I - - ---- 1 _- - --'-- -_--- -- — —_� --- 173'65!8" _ 1 _ 1 I I I I ALBERT R. KENNEY, JR. PE 41111.- OONSULT1NG ENGINEER/PLANNER 503/244-9811 or FAX 244-9817 .,,a i DATE 1''s. ' FINLANDIA BUSINESS CENTER 11-23-93 •'`, • Roof Framing Pian `'�G`t ' r•." '� •t- • ais,• s S.w. 72nd Ait i.ie TIGARD, CM GON __- JOB NO lontr INrfFI ,. 93088 `.' • Ir , 14 OR[C�N r-` BUILDING NO. — NORTH SHEET NO. 9r�F��'-�� ~' ROOF FRAMING PLAN '' :. 14 OF i, 72ND AVE., 13950 >, R K��'�/ • '' _ _ _ _ __ __ _ _______ t3UP 93-0325,SIT 94-0002 +� ,.„, , ______ _ , ,,, .. ....,..n*Ikt•.:...,•;,H««i+Hnelra�,*N .1140...,•* ,... _ „, LESS 11111 T11i111 1lTiT 111i1 1 71111 11111 I 1171111 Tllilll 11TIT1T 11111 1 Illlfll IlllllT 11iillT 1�11T { 111(T�T�T}11111 r11}ijl TIT 1�ri 1111111 lelhjl iviTi1 1�t`Tl1i1,1if{1 995 ' • I): 'PHIS DOCUMENT IS L);S� I 1 I II I I l II 4 l LL I I I I � 14 i 11, I 12 AUGUST 3D ' ; � "'� � ' 5 8 I i I LEGIBLE THAN THIS NOTA'T'ION, —_—� —_-- _.. � 1 IT IS DUE TO THE QUALITY OF • _ __ ____ _ No.3e ®',-,a•,- _ ...„,..,„ THE ORIGINAI, DOCUMENT. r Z $jZ LZ Z �Z E �ZuTZ Z '1111111911 $I Lt 9T 4i �T fil Zi I Tt OT 8 I $ L 9 9 I i S II IIZ II NONII ~2 4 x�11 Ill-11111111Illl,l1111111�_ll I ILIIIIIIIII 11111 I111111l111111lllIlllllllill!1141111IT IIIII4111 I1111111910111I }Iill�lllllllll�ll I I i SII fl1f11111111i1ll1ll111' flllll. !!.illi l 1 ll 1 ll ll L , . . . . iifllllll1fl► !fill IIII ►!ilii III ►III 1111III�iI , III �IIIi IIII�IIITI�llllliill�lllll 11�f I 1111111E111111111-1 ,. . 1 I � 16" #4 @ 24"o c. 2.. f--- -- Future Partition f- t „ L 1.1;2 x 4"o. x t:8 w� #4 @ 24"o.c.-- - Perimeter Rigid Inaul., R-7 Conc. Slab Per Plan, Conc. Slab NWS "o.c --Grout Bed For Reint. See Plan - Preformed Joint Material, Per Plan (2)#4 Cont. Cont. ZIPCAP By Greenstreak or (2) 12" Equal D rdd�'! • F FI q �0� • � ' ' Fi sh Fl..r Elevation rnish Floor Eteval:, o` Finish Floor Elevatio ,- aurinumgms 1 1 Jr" E 1 + ri . ., 52 2 I. ir SpacTo • • • " nt.__._.. -- Ill II_ • iii_ _ __o„ i 1 = ♦ -- r� 1.- - ---Vapor Barrier L o J For Footing Reinforcing ... • L f Ii s See Foundation Plan •i For Additional ter RigidInsu . R24" p 1 1'�rime ► 7 �' c • • ; c� • • Information Sr.:-. ��.J __ _1. __ ,1.%.•:: - _._. • tarrier . �._{ . ._ Wide a • For Additional 1 a :: .-_ formatn SeeCO _ _ _ • .l1 ongitudrnal Reinf. Irl Width Per Plan , - ____.__Width Per Plan -- ql 1 Ell =: -.- __-- -�_.__ .Its III - _ Width Per Plan Transverse Rent. •I • _ h 1 . Section 2. Section 3. Slab Joint 4. Slab Joint @ Insulation 5. Threshold @ O.H. Door 1, _ i 0" 1". 1'-0" 1"= 1'-0" 1„- 1'.0" 4. 4 Tooled Edge, 118" Radius - 314"x 1 1/2"Keyway, Place r' \ `�\.___ -- __--- _-- ►r , Finish Floor II 1 @ Mrd-Depth of Slab . Ir Tilt-Up Wall Panel r4 a _--. I Tilt-Up Wall 1 .... .., : t t._ _ .. _ _ _ _ _ . :,... .. i v .f.:. , Panel !moi. '` ' I . : x. 2'-0" #4 • x 2'-6"Ties, i� -- - ---- -- =11 III = x i -16" Spacing To ��_ _ _,__ _._____._. ,1 I 111 - 11= .: ii --- ------ Tilt-Up Wall Panel 12" Slab Reinf. I ►� -1-- --- Rigid Insulation = • I ,------ I - • • VApO(Z d -RI G�Z.. t ------ Rigid Insulation.24" f #4 @ 24"o.c. - 314" Shim 6" 6 j �--- Wall Panel $ - IP Backer Rod&Sealant ' 1 1 Non-Shrink Grout, Cover Dowel 12" Control Joint A • • -III - I i + -` �o Finish Floor Elevatio • T N '1 a For Connection 15 .a: Backer Rod 8 Sea!^nt ; 11 1 Information See, • fp c ` Preformed Joint Material, - 11' - Similar • • e 4% 2 �/ - ZIPCAP By Greenstreak or I -t - Footing Site& Rein'. See 1 Equal •• P p ; 6D g •• a _ _ 1.1. _ -_-- ♦ -- Foundation Plan2'-o" f\ )114, ♦ - - -— - _ - ----- • +:. .. �' -' #5 Ties, Spacing To ` / • Match Footing Reinf, El c--- m 1 �'' 2'-0" 0 Ui a For Additional Vf �' 0 y • ♦ f— ! Information See, _. _ Undisturbed Soil • • • 1,p.� ., a. Similar I IIIA III _ IIIIIIIIII --7---- ---------._.-- - - -- -- 6" 6" III= I ffl I _III - -- - Width Per Plan _ Footing S+zH 8 Reint. See L II Width uer Play - Construction Joint Foundation Plan T 1 ( I 6. Storefront Sill 7. Slab Joints 8. Storefront Head / Jamb 9. Stepped Footing 10. Panel Restraint 1 = 1'-0" 1". V-0" 1"a 1'-0" 1"< t a" „ 1, 1'-0" _t______• -- --�, = 17 • C12x 11.5w/NWS +4 � I • ..,.. —1,—.— , --la t fettle,. • .---\ __., __ r"..7 10" 5 12." , V/�R- I3Al2R.1 t*� �¢ • '�For Additional For Additional 6 sk4 Yt 4"n.. - \ rr �� r- SHIM .$ '� • 4 'x - I ntormat ion 3/4„ Information See, • TILT-up wAl_l. -Base Plate, 12"x 12"x5/8"w/ Tr- Similar • P f F9`,K 1zpc-7 raIC.010 It•-I5uL. _ �.. r 2t. • (4) 5/8"a Anchor Bolts • b ,/ ��it:P.l..Ar�j' ::4'' (u•rl.o,) -'r: x x -- �- FI sh Floor Elevation • _ - '__. _. - '� _ _ s ► �It�IItiH i' --. —Loop.QtI.E.'J , • - - - - - - ...i -t - - - . I 1.2q __ Finish Floor— — — _ Z "'- • X TS •Golumn Per Plan ;� • • •r •• fD g I I 1 iL, vhf. gwe z I ?: I .---.-- — Dock Bumper, Install Pei • i Manufacturer's Instructions •, ► - 12.1 C�ip Ifs-11-)t- _ _ i----. _'3#4 ,a 24,' I ./ .' - j •.::.• . ' : To FTS - I ,.-tJotJ• 51-+tzll.ii,. Isolation Joint - - I 4 - T - I IIII- 3rill ? I r'; :i 111 - 111 •� Tilt-Up Wall Panel -4-2)4".) rte+ r ' . ------------'- -. -y. NIT -Sand Fill ,i:,• __ ___. Conc. Tilt-Up Panel, See Vhre:T. - • • -Teta. -r-----•---------- Rigid Insulation,24" 8 - - __ • Finish Floor ...•i , .._.___.-._ _ --. Elevation Plans For Reinforcing I > I -.• __ .- __ •_ -.__ -._• , kil ' ' -Non-Shrink Grout, rI \� �` I ..f.- .. -,1�--- -- 2"o Weep Holes @ 48"o.c. i5 ' I — C Cover Dowel _t • • Extend Vertical Panel }-. I i'� 1 -- ,. w__ demi , 8 Bend Into `;lah i �- A C' Paving15 -_- it �- E Pl.,r`�1J . _,__- _ 1 Fo+ Connection ,� .� •' U" - Information See, 1 %r: :;' Non-Shank Grout 8 I , 1 •:. . •t:,'::.'• I Similar n 14. to ref r'on t I I i S� �t ► on __ _ _ _�___ _ -��.:_.. ... - : 111111 III !Iiiliilllilii non NII!III iII11i,IIIIIIIIiII . -- • l":. Ir_,)e I"y I'-011 , 18 1 • "Y et .. I- ._. _ I 1 • c`I ' • • • • • • For Footing Reinforcing '••�, • • i3 / , • ALBERTR. KENNEY, JRIIIPE ! ♦ See Foundation Plan r/� a) a �__ le t L NER 811 TING E�VGINEEf� PLAN 503/244 9 r FAX 244-9817 • i n For Additional -- — - - .. _ • Size Per Plan a •Information See, �1 ♦ 111- 1 IA BUSINESS CENTER D11E23-93 q' a similar '-6� 111 - width Pe► Plan a �.; I r'; , . F I N L A N D Irl _ ��. ( ,,�, i - 4 _.. /C��y �= . .r 4 S.W. 72nd Avenue Width Per Plan `� TIGARD, OREGON • , - -- ____ __ __ _ _ _____ ;Joe No. 93088 11 , . , " . Column Footing 12," ,._0" . Loadin, . ..„ , ..0" g Dock 13. Storefront Sill OtL 'i, ;, SHEET NO. A - •`R," ., ,,.." , ,,,,,. Kt ' , DETAILS 72ND AVE,, 13950 ` . BUp 83-0325,31T 84-0002 15 OF 18 ._._..-_ _ -- 1 IF THIS DOCUMENT IS LESS riirrillip I I I I I 1 1 I I. 1 1 1 I I IrlIIT IIIITTI111III IIIIli1111 1111 T11I�I111 I�T11 lIr1ITITIT i 1 TP 1If11�T 1�i I r�TI, T I I I I IT I I 1 1 1 1 11 1 1 1 1 11 11 } 1 1i 1 . '' "�'"� ��19951 1 4 � l i s 1 l I �_ 1 1 g � � �_ I lo� 1 1 X1.1 1_� Au�usYo 1 i I LEGIBLE 7}IAN THIS NOTATION, --'-_�- r • IT IS DUE TO TIIr QUALITY OF' No.3e e's ° ` THE ORIGINAL nOCUMI,NT. - — -- - - - - — -- ,7) 0£ �Z 9Z ii--19 S Z B �Z �IZ Z i t3I Lt 9T 9i I IIfI II ZT TT VI 8 o L 9 9 1' 8 Z INITINI I I 11111111111111111111111111111111111 1111111 ' I i 111 1 1 1111 (I_IIIUILIIIIII-llll !lllillll IIIIIllIIiWI IIII IIIIIlluil!�nil�llll�llll Illllllll !Iuth IIIIIIII 1111INIIIIIII I lilllll�lll 1111111IIIIIII I i�llll I i �IJII II I tlltll 1111111 11111 11�I111I i 11►I ll�l 11�►II I IIII 11111 I • i . • 0,. , •. lY .,. 1. . i,.,. - , MPFY...f. :a�l,�.�ei.V.Lmid"mtl9f.r n.,'xk�Yv,tlSu1.V »,.•,nr �ti';6 -. �:•.ti wskixa- M ,N54 ......,.. • �.. .• ,&+. •. ,v d1iWs.d,.r, rrw.... e..• ud.. aGaL.n, �,.idt2 ktiEti'i:;;a,�" IiY ,i'li�.LLlAui'f" , d}w '. i 4� 4ah�i+it N.�.it2 441�$�.` @ r.w,. �4.M�Y�fY ... '.� �fi'*,.. ..wYWSM. .�'L� JFuU' i•.,, ...... .„ ;..:: '-:';. .;:,,�... ,.� _;. ,. ;':.•.,�. .. - ,,.,r. ; . .-. . iv .:..-W � ,. sSN+� :.. ,+�-,�`� �,�'+ � .., . . >�, arm•. � 9�Av4�aM� '�4.., ,. - � �. '�_ /- 4x R.l. Top Plate wl 5Fs"o A.B @ 48'-u.c. ^_ - --- - -_ -.-_ �._.----- --- - - -___ _- - - _-- ----_-. _ _ f T.O Panel r.0 Panel T.G Panel � -- _ . - - __ �iI rri— _ : — , `Ili Ill — - - _ - - - - - -- - ; -- --_ —=1 _ —_ -- �•! m _ — –� ( 1 iii — -- III .: � lii - - - — --.1.-- I._ _ , - S / i • \-- (2)#5 Horizonlal Top I I ! T O BeamIII T C� Eta.rrr I T O Beam �. I III I I I L► I I.... I LII I .l l l _ . ILI. Ill LI i l ,, ♦. (2)#5 Vertical, FuII Hei ht !III i !9 i 1 1 r._._.__ g T-_- ___._„1 S I I (g) #5 Vcartical, Full Height.(3) H I i t I I iII j III I III Ili III II ( 3x3 Insert ry • a`- I 1 C r I I I i i !C1,,,,, ! I I t2)#5 Honzontal, I uII Width a_-) I I I L ! I L J I I"� i 1 I /' Ea. 1-nce, Typ Each Srde I i -..III IH,r,,, II I II11III ill Ill III II '(iS)#5 Vert., (3) Each Face - ------- t2) #5Verttcal IiIIII!! - - r-,,.``- _ _ _ __ _ _ ___ -_ — — '._ -- -p I {II ►iI iI 1 I i I l I II ► III �' 111II I �� II1 Hi I 2 I iII IIi Ili III m _ III (Al Opening l l w v Iii Ill III I 8\ III III I III 111..------ (6)#5 vertical, Full Height, II III III - III (3) Ea. Face, Typ. Each ! I I °' w III III III I �/ � 6 III ! III I I( Side of Opening III I i I I I _ k �' III III III III I `�� I f I i III I III III III (2)#5 Honxonta! Top& III ,. -Field Reinforcing, a �' m I #4 @ 12"o.c. Each Way ro �I,.; I i I }-. I I i I l ..C--..-.----- ` -� I I .. 1 I I — - -A-7- — -_. __ — -- -- Eottom of Upenmg, h hI I i I I l i l Extend 2' 0"Beyond Each 11 _ L23 ,� m I I . I I I I L l 1 ; --I .-11 1 11 L 11-1- III -_-_ ._-7-_ _ __ _-7 i I I `- Edge of Opening I i - 11 Fill ! l I c III III , > III III I I IiI lil I Ill iII 2 IiI i!I z IIl v II ! iI! I I !ll I III III �."J III Ill ", i I I \-- I III III III -\ (2)#5HorzoritulFtjllWidth IIIIIII III II ! I I IIIur E_O-8 ,y See Plaii See Plan__ T t 6"or 7 1,a"Thier P :nel ! III I III rtei I I 1i ( 8 See Plans 3 , IIr.iiISI I III II III I -0"Mm •- (2) #5 All 4 Sides I I I : ! Panel Edge � III III it1 -- --- _- = - - - _ .`.- -- - -- -I --_ -- -11 I III I III I I ; I opening III III ' PanelEfige III iII 1iI III l 1 IIi III I III HI/ . c Ili ! I 1! I II 1 1 " or 8 -) See Plans I I - r ! I I ! , /7� l i 1 - _- i--�_. _--�I I�i! l� Ili -Iil i I �� II - -11 FIll I III `� C� II'I See Plan IIS -' I ll c�pentr,y I I ' I `-i a` l �' I I Panel Connection III ' I j III III I I III I --1 O enrn 12'-0'I Typ. Either side III III I i I I , I i I Ili 2'-0"min. r III III III I I III I III III I I IAt iVpenings Less —Ir.� Opening 1-Min. I� I I III III 11 I III I I I I I III 1H I I I I i I I I I han 3'-0"x 7'-0" I I III �1 I I i 111 �, Extend Reinf. 2'0" II\ 6 ' IIIIIll I i I I j ! I eN 1 III III I • . i 111 (57) or 6f f IBeyond Edge of {II(2) #5 Horizontal. Bottom III I I I I I I I I II i I I I i IIII I(Opening, Typ All 4 l I I I I I ( i I I I I Fin. Flour i i I I f l i 6 I I i I III Fin Floor I I I ! I I! See Ext• Elevations Sides I I .:_ III _ _ J I-- - - - - - - - - - - - - - - _ - _ 1l I _ __-7 __I lT I�1 _ L -�- - - - _ - - - - - - -- -1]1 _ _ 71 lil _ ._ III _ $ _ - - I L- - -_ - - - _ _-- -- _ -v I _ - -' + Fir Floor - ...,- - - _ . _.�-.__ _.�.�._.� �._.-��.may_.-.—^--. __�,: .Y _�._� __.►.4. �� .__ .. - _ ._r... .... . N / r� 7 For Typical Reinforcing.&Connection Requirements See ( A For Typical Reinforcing;Reinforcing Requirements See7A. Elevation - Typical Tif#-UpWall Panelg. Elevation - Tilt-Up Wall Panel C. elevation Tilt`Up Wall Pane va" 1'-0" (Load Bearing) 1�a": 1 0" (Load Bearing) t 4' = i' o' 4x P.T. Top Plate w/5/8i a A,B @ 48"o.c. (4)#4 Horiz. Top&Bottom 4x P T. Top Plate w/5/E"a A B. @ 48"o.c. - - - - -` - - --\._ T O Panel ---- - _ - --- _ T.O. Panel- _ -.-_ -~ -- i m III I I H I 2 #5 Horizontal. I IT.O. rn ' u. ( ) Top T.O. Beam TB • II 1 I I .1 . . ... . ......... .._ I. I I I_ l l .) ' —Field Reinforcing• (2)#5 Vertical --- +11 KC . 40 q (2)#5 Vertical, Full Height - .. • �• I r r I I I Ht . i ■rillimI1 #4 @ 12"o.c. Each Way Each Edge Q - L 3x3 Insert, Typ. Ii I - (2)#5 Horizontal Full Width I I . i , ' Cr) r N ! ! ------ (s)#5 Vertical I i I 1 I 1 1 I I I I i 111 i ! Each Edge I I o ( i I r0 - 1 1 11` pening - Ii I 1 I I I I I it I I II �, I 1 ! 'll I I H 1 Upper Spandrel @ Roof 1 I , --Field Reinforcing, I I I I I `� i i 71 M •• #4 @ 12"o.c. Each Way I � i- - �`1. y - I (2)#4&(2)#5 _-. �.__. - - - E.,...-_--_- __ - - - -- _ __ __ - _-I _-- - _] Horizontal Top& Bottom lir r ! - _ /IV - ---►� - __— -� ��- t� II: I ...81111111 I 11.4- 1 ,, N I II I I III I -- (4) #5 Vert , (2) Ea. - - - - _ - -- - - • I I I I It Face, Each Edge --- (2)#5 Horizontal, F ull Width I I I 1 IF _ - - ;,t I ! ',2 I II .,„ ui I I I I I I II I I ' ab 11e 6"or T 1/4" Thick Panel. II I I I I i t 4.� e ,See Plans '! I 4'anet Edge i I i I i - _ . :�- _ ' 1 -�- -•_ -1! I {{ r. Field Reinforcing, (2)#5 Vertical - - .--*I ` I 1 �■ • #4 @ 12"o.c. Each Way Each Edge I I iIi I II I �. 15 • ! Ii i 11111 rif . i' 8 [' }i . 1 [ 1 i' 1 1 -8 2 Panel Connection I I I . 1pen r y • I I 1 I I I I I ,N _ I I LL f I I I 11 II � I i I! i _ -.- T`;31/2x3 ti2x1'4 I ( I ! ! 10 � l 16 1 OW 0) (2) #5 Horizontal, Bottom , - I SpandrelInd i 11 11 I A } I I I Lower @ Window _ - - -S. y -- , ---_ - _ — ----- � - - _._ ! I n F ioor I I I I I I I Fin I i - _ 1 L 1 t N • I I I I I II I I 11 Panel Restraint @ Exterior 10 I ' I I I I I I I 11 f=. Spandrel Panets 1 I r)• Face• , Min. (8) Per Panel, /,, 1'-0" I Equal Equal -r� �r ___ i I f Equally Spaced6 (^1 > Ii I I i _ ,, - - I i I I r._� t t ,i I 1 i ! I I l l I II I I it I I iL__ _ . , = �.c�,: :.r..__`.. .- .�. r,__ 1 . . ,.fes: . . �, • • � For Typ'-al Reinforcing & Connection Requirements See -� __.. ____-- _-.- -__-- ,_ _ --- { AU3ERT R. KENNEY, JR. PE 1- D. Elovation - T ical Tilt-Up Wall Panel E. Elevation - Tilt-U Wall Panel / _ .� .i.... yp..._ —..-- P -• CONSULTING ENGINEER/PLANNER 503/244-9811 or FAX 244-9817 1,.1 .. , 0 1.4"s 1'-0" (Non-Bearing) DATE FINLANDIA BUSINESS CENTER 11-23-93 ' F ``' S.W. 72nd Avenue TIGARD, OREGON , : -\ of (r ��No. 93088 .)�9�� Y r, -',� /. SHEET NO, ;,�._... , DETAILS 7 72ND AVE., 13!)50 R. Kr�,A .,./ BUP 93-0325,31T 94-0002 ._ ___ 18 OE 19 9_5 1 n'. • .0„.,,,,,..,40'. A�!; l4:iiiiiko.,,i t!!5'#i4t"'",•,,'•' ..i ' •.. M-..,,-....,.......r+n...r.�.�+.+�eiuf'"•'.. '• IF THIS DOCUMENT IS LESS (-:iiiiiiiiTITTIliTlinitlilliTilliiiiiiT11 t IITI11► 1jI11i► IrTTTii1TTTf T t;fiII1i11T1► 11111111111-14f11jT�TTTTTiiT"ljl�lj) )lljfill iil'lilllrf1Tj1t1 lif�1i1 f ! ^ 1n , ` ' 1 LEGTI3LE THAN THIS NOTA'I'IO{�', ill II II I II 4i I I '� I ( 1 ' 8 � , I I 1QI I 1�I, 1�} AUGUST 3Q 1 7 IT IS DUE TO THE QUALITY OF No.3e ®��"'-�" _ THE ORIGINAL DOCUMENT. __ �.- — --- 1 - -- -- --.�. £ 6Z 8Z LZ 9Z Z Z E �Z I Z c�I 8I L1- I 91 9i 6�I £I Zl II OI 6 9 L 9 9 -C �II Z TImii•- ' )4:1: i ! ' I I Iii oo I�� I ll .II killLTII1ll1111111111 !.11411 1., � � I I I (IIII IIII�IIIIiIIII�Irilllllillllll,lll�l Illi � I I I l II I 111.111111ll1�1U111111�1.11 lllllllll 111 Illl,� l I1[�11,W1.1111 IIII 111E IIII u►I 1111.1111 II �IIIIII Ill�l IIIII I Ill Illllllli IIIIII II� III Il ii�III IIII 11iI Ill� l 111 iIii,IIiIIIIIiI i I IIiI � � jl . „ IllrillIllIlliIllIlliI.IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIII.IIIIII"IllMIIIIIIIMIIIIIIIMIIIIIIIIIIIIIIIII.7"MnllMill."MillIll.IIIII."MIMIIIMIII.F . ( iiI ,z) (PAE-.e.L.L.a►- Gird) NOIE. Sheathing&Other Crid Over Bean w i I 1(k1 E . SKJe / Purlin wi Simpson CS 200 x Centered Over 7 ) tw Ea. Side, Where 7^ / / low tit n,eeo *rem r4.^r'f1+4 7L)T+1 --- Cn curs See Roof Framr g Plan Members Not Shown For Clarity � ---Roof Sheathing Per Roof Franung Plan -- Roof Sneathing Per Root 1" t;1 NF 12 • __ --- --- -- --- Fr Plan -- - b c li, / 1 x 1 1 Slotted ed Hole - - i b "---- -- h.. t Centerline of Column, Hutt i. ti _j Conc. Tilt-Up Wall ' Beams As Occur; - --- -- I - _--__-' __��-- ��` Panel - �._._ E ;04 I1 -- -- _- ---( -- r.---- •--------- L 5x3x 1 4 x 4'-0"tong w/ • I Glul_am Beam, See Roof 1 ►, -- -► -- ' See Plan Frammy Plan �- �.� - -_ - I }r I PL 4 x 10 x 1'4 ` ` -_ Equal Equal -_- -- �� ---- ---- Subpurl,n, See Roof Framing --- • • J -\\1 r • �-- I/4"Side Plates w (?I Plan For Sire &Spacing el c7 ,r / 3!4"n M Bolls / 'i - _ -- cv .,k 1 112" %/ - - __-_ • __- - \ , f �/ • �--Simpson F?6N l l N -- r ' ED. (-....1 lYP / �� Y I �v • �-puriin Per Roof Framing Plan -_..___._ -- _. #, j i L 5x3x 1/4 x 4'-0" L_ li /".'" . > ---4------ '-, 1 114 Long w!(6) 1/2"0 - T -_ L_ , ' :h y- -- } 1 •' . Pigtails 9"o c Orientation Purlin, .gee Roof Framing Plan &) I @ ? •i, of Angle Legs ® ; Ic<Ct For Size& Spacing BearingPlate. ---T 5 1/8"GL. - PL. 3/4 x 6 1/2 x"L" / • Simpson HHB 2.6 ur WNP 2 6 Side Plate, 7"x Vanes x 1/4 -- 6 3/4'GL. - PL. 3/4 x 8 1/2 x t >> ' �- _-- _ _ _ -- �- T -----------Beam Per Root Framing Plan "' TYP.� --- TS Col., Column Skewed Where •` �► `� 1'1 V e • 3/16` -` il Required),See Foundation Plan ;< `� y `' -Side Plate, 1/4"wi(2)3/4"o ' M.B l/Q' i \ ------Bearing Plate,I3/4" 3. Sub urlin To Purlin 4. Beam To Wall 5. Beam To Wall 1 . Beam To Column 2. Purlin To Beam .._ _ , 01' 1 ,' C),. 1" .. 1'-0" 1" .---- 1..0.. 1 ,- 1,_0., Grid Q.--miD1 I (;nd Grid) Gnd • • r N • �- Plate 12x12x1/4" w/(4)�• 1/2"o Pigtails @ 6"o.c. - �'__. - 1f --_-1 ________ _ ///p- Ven. il, EXTERIOR EXTERIOR Is: i �_ y • -Simpson PA23 r- Simpscn PAT18 @ 48"o.c '+ + i ; EXTERIOR 1r # PL 4 x 6 x 3!4"Aii Tr r,��.r. ..1_.r..r•r*t ..,I --_. - *_ •s/ r1,:Clr. i i' Cir 1 1 1 ! . Lr°--�' -. I + 3/4"Chamfer @ Ali Expose+l , " ' • r,�__-_-_- _--_-_.. l 1 + , 3;4„Chamfer(�All Exposed- _ 1' Panel Edges, TYp• , I , I Panel E meSr @All Expo. .d _ SI , f , 'IJ d9 y'P' Edge of Panel @ • / 1/4 1757 ii.• Paneldyes, Typ. __ -- -_. _I j Storefront Rough r / /' Bent Plate 1%4"x 6"x 5-0" • • T • �, 1 • �� i • " Openings Below , �- -�--- �- • r , 4x6 P.T.Led er, r'ontinuous w'3i4" o - Spandre. mei i/ w/(10) 1/2"c Smooth • NUN i 4x_ F T Ledger. Continuous w/3/4"0 9 __ .L,-••:- Pigtail,@ 6"o.c. Vert. J4.1/2 AB@ "o.c. A.B @48"oc / (` ``f- / _�� _ Backer Rod. 150%of Jun t �, --Backer Rod, 150%of Joint + ; Backer Rod, 150%of Joint \ 1-1/2 � L5x3xi/4x12"w! (�� 3/4"oA.B r SN Width &Sealant + + _, g a,mpson ?_6N `,anger I Width •4 Sealant + ' Width &Sealant Backer Rod. 150%of Joint Wall Pane✓ ,. ._.__ .-.. .___-__- ) �_ Width& Sealant yClip -- Butterfly Clip in Joint �'�, i. '� ' Additional Simpson PAT18 @ Butterfly Clip in Joint Butterfly in Joint + + ,); • �� <r I 11111 !---.-i 48"o c. dal Spandrel Pan,,^ j " v •� • 1. - 'e. I \ I L'�x3x " 3x3x1 r4 x 1' 0"w' 2 { � I r �L 3x3x1/4 x I'-0"w• (2) , 114 x 1' 0"w/(2, " , L O `.. + 112"o x 1' 6"Dowels, Bend ` + 1/2"o x V-6" Dowels, Bend ii + { 1,2"o x V-6"Dowels. Bend i Grid - - Over#4 x 4'-0" Vert + .- Over#4 x 4'-0"Vert. I 'wpr #4 x 4-0"Vert ;` i + l r EXTERIOR ;� �� 3;4"Chamfer @ Ail Exposed ', \ p /Weld Ea. Leg, Do --�`"-' Panel Edges, Typ. } I + r l Weld Ea. Leg: Do ; I Weld Ea. Leg. Do j , _ T�_ �1��- Imps�n HHB .6 or HHB 3 , r Not Overheat + ,1r 1 i," 2" 1 1/ 3/16" 2 Nat Overheat t , i Not Overheat • 9 -� 11_ .. . . .--s -- 7/ --- --------- - i , I I I \ �_ - Plan Typical Gnd P.rnel @ Storefront Below • l Connection 10. Plan Panel Connection 11 . Plan Spandrel Connection 6. Purlin To Wall 7. Subpurlin To Wall 8. Panel Connection 9. Plan Pane _ Grid NOTE. Sheathing&Other • Members Not Shown For Clarity e. .___11....i .:I j _. 0'-3".x 3/8 x 1'-0"Flat Bar - - Centerline of Column, , EXTERIOR w/(21 1/2"o x 1'-6"Nelson Butt Beams As Occurs ,. Deformed Bars, Bend _ - --__ -- ----------_ __ ______. __ __. __ -__. Over#4 x 4' 0"Vert. •-- - GluLam Beam,See /� See Plan Roof Framing Plan T �- V :.________:.....0' t3"Filler Rod,Dia.r. • Sealant /Width of Opening +a 1/8" --Equal, Ectual EXTERIOR , EXTERIOR ( _ I _ I i i , • IEach Side, Do I cy 1 1/2" Backer Rod, � ; INTERI 1,-47 I/ 8.•KNot Overheat - im ` 150%Size Ot 1 i tl tl r „ . - -- 1•4"Side Plates w: I i Joint / ��-- l 3x3x tr4 x 1'0 w/(2) �. . / � l ° ,%. 1/2"o x 1'-6"Dowels, Bend I '4 1 4'o M B. ' r NT N'S (• //�� Over#4 x 4'-G"Vert. �_ '��~� ®' Bearing Plate,3/4"x 10 1/2"x j , • / �� _ Length, See Plan ( r + i i , (3) #5 Each FaceI e - - ( , �' ,e♦��_@Perimeter ' i` __ ' --- (2)#5 @ Perimeter ' + I o --- TS 3 1/2 x 3 1/2 x 114 \ .�- - 1 -__ _ • • •. • - • • ' ._ --- TS Col.,Column Skewed Where i+ _ __- ___ _- .. .--� 3:1R"_ _ ( Required), See Foundation Plan ` il. _ _ t�` `\gbi il�' 11 I• 1 3i4' v , r Backer Rod: 150'✓0 of Joint \---3/4"Chamfer @ All ' j -- r',,' Pi"p Width & Sealant ` L"- % 17. Alt. Beam to Col. 314"Chamfer @ AU Exposed Panel N,rtn Wall • \--- Exposed Panel 111 !^�- Po I Edges, T' I I -3/4"Chamfer @ All Exposes! Edges, Typ. • --_- s t- -,r. Panel Edges, Typ. ,,,, --____._�_._� - PL x41/t. x4112' � ALBERT R. KENNEY, JR. PE t-_.._-_-�' ,�.. �.1 -,� - ---1 w!(2)#4 x 18" Long , . 4-- ----------L.-- -4 ,. NO1 E: 3 Connections Per Panel. Locate Per ', - - ( ► r CONSULTING ENGINEER/PLANNER 543/244 y81 1 o r FAX 2.44 9$17 Sit, Tilt-Up Wall Panel DATE Head3imdar, lnveited FINLANDIA BUSINESS CENTER 11-23-93 Edge 13. Plan Panel Ede Ian Panel E 14. Panel Corner 15. Panel Corner 16. Window Su ort •'�..;�� 6W /2nd 12. P g g - -- -- TIGARD, OREGON (Non Load Bearing) ,1' ,� (Load Bearing) 1". I r, 1 , o 1 „2" _ ,'-0" �/'�---' -_ -_ JOB NO i r-._-1\ oltltaotr 93088 f•- ',./'5, ff � SHEET NO. t 72ND AVE.,13f150 2 jr,` -..�`� 8 3-0325,SIT 94.coo R' �k Vit'' DETAILS BUP 9 %.., �� 1t________ 17 OF 19 _._.. - -- _._� _ _ -- _ -_ is • IIIOAIM ate,.+* .. •. t �, •.1-:,,� e ', , .SnRtNlw:p:�:1MMNw:.;d'.fi4gWkYMIMAR'N�P�.r�4Po. -... ..... `,i. 'i ;; ,.:.'d.:'. ..5. r.,;.. - *5,54., IF THIS DOCUMENT IS LESS j �. 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EQUIP.- SEE MECH. VERIFY --- MOUNTING &FLASH'S REwMTS 18 CAP FLASHING vo 0 (•,,.• J� -- - P T. WD NAILER-FASTEN EQUAL WIDTH OF 2' 1'-4" 4x8 CURB TAPER TO TOC w IT. TO MASONRY" W/ 112OU ''A,B @ DOWNSPOUT - -- - 2" ACOMMODATE SLOPE 4 • a: °E WALL PANEL — I 4'-0"O.C. SET IN GROUT -----_- _._ - 314'DIA M.B. @ 4 0"O.C. �_- o • (COUNTERSINK) GALV. MIL. LEADER - - °: a .,�• BOX •'. i ° GALV. CLEAT @ 18"O C. ()PEN & DRAIN ' / 4"CANT I i LX 0 1 i SCUPPER BEYOND '• / — -------- BASE FLASHING-EXTEND 0 .'• 0 a \ SEALANT -TYP EA. SIDESC __�' Fv v ,> T O DECK 1\, / 2'-0"FROM CANT O/BUILT- 0, • ' g ; UP ROOFING i ° -`-� - GALV. CONT.MTL. CLEAT __ — • - �' _ AIRSPACE: ,.\`1 30 --•t- _• ^ __. 2"MIN a. -•- \ CONC. WALL GALV. MTL. 47 4- �,•• 6'MAX - L 3X3X1/4 X 5'-0"w/ 1i2"o STUD ca \ DOWNSPOUT,6"0�, • BATT INSULATION&VINYL ANCHORS @ 24"O.C. -------------• ,___ �_ ' FACING-SEE DETAIL Slope Threshold 1.'2" it _ _- ._ . . :_.- \.____ - 2x6 CONT. BLOCKING UNDER CURB 1 . Equipment Curb 2. Roll-Up Door Jamb 3. Parapet Coping 4. Scupper Elevation . 1/2' . 1'-0' I I,2'' I. 0, •---- � F --)11-- --_ REGLEI ROLLED LEAD FLASHING 1" DOWN INTO PIPE 5' 2' I ° -- BASE FLASHING FIBER CANT STRIP- 1 SII o. o SKYLIGHT SET IN BITUMEN j + - GALV. MTL SCUPPER- PER / 2210 CURB i I SM CNA STANDARDS �N PLUMBING VENT STACK I 4'FIBER CANT I ,�. c1/4D°A _ 3 LAYERS BASE FLASHING — -1, / BASE F I MASTIC AT E'GES OF _ KliTil EXTEND FROM ROOT EDGE 9". LASH NG EXTEND ROOFING FEi-I S 4 12"818" RESPECTIVELY FROM 2'-0"FROM CANT O/BUILT- f I I L :. III� F' I �'',� BOTTOM TOTOP11 UP ROOFING i1 •" •- / ` cDiSL�;PE ________\ ••` • �r•,r . .-__ ` -BUI:T-�P ROOFING- EXTEND r MEMBRANE TO SCUPPER v BUILT-UP 900E ASSEMSLY ' I ++ rP' OVER PLYWD DECK •��\ I I 1 / • 1' • r �r"�� -'� -- -- — N1,4‘ ♦ PROVIDE - ' sP '*.:*s•-- - r__- - -_ •:---= TOD ....� • I '�� _ ;_ sir r scs �T =. AIRSPACE 4"; I' NOTES: ��_ r ��'^ oa - ROOF SHEATHING 2• "MIN. •.. _o 1. SHEET LEAD MIN. OF I 1 - ars` 6"MAX. 1� . �''� r 2 1/2 LB PER SQ. FT I :• BATT INSULATION I. �i I, • \ A�� PT. LEDGER �1 1 2. FOR MIN.CLEARANCE �'' •� // c f BATT INSULATION 12" MIN ` � :41". jl� FROM PIPPES WALLS & I I I \` - la•♦ g �� 1,.1 I �.• !'�'�, r GALV MTL. LEADER 60X , V v VINYL FACING STAPLED TO 11.1 CURBS SEE DTL. 00/A0.0 I SET LEAD FLANGE IN J JOISTS c@ 4'0"O C. W/NYLON 12 M N NiWor....;vaminowmp. ��I'1 12"MIN I I II •MASTIC STRIP IN WITH TWC` '"" U -` GALV MTL. DOWNSPOUT - STRAND SUPPORT @ 16"O C. Al I � jl a � II* � I, PLIES OF FELT- PRIME o I2" M;N 0.0I° 4"MIN ' I I FLANGE BEFORE --- DBL. 2x's AROUND OPENING- ��I e STRIPPING SEE STRUCT •1' MIN Oil Z • PLYWOOD DECK . 5. : Skylight Curb • 6. Pipe Clearances 7. Plumbing Vent Flashin Scupper8. Section No Scale • • • - SMOOTH CONC. EXPOSED SURFACES MOST BE • WATERPROOI:ED r— CAULK WITH ELASTOMERIC .. • I SEALANT W IOD NAILER i 7 - - v C i AL FRAME NOMINAL2x4 ANGLE CLAMPING BAr WITHii ., — FRASHING RECEIVER �* SLOTTED ANCHOR HOLES 3 12" MIN , r� • ,-> -., COUNTERFLASHING FASTENED /-1/4- FASTENERS IN EXPANSION �� _ APPROX. 18"O.0 • .. .4 SHIELDS b z1 �� COUNTERFLASHING EXTENDED • DOWN TO PROTECT AGAINST . .. , , . COMPRESSIBLE ELASTOMERIC ! ir ��i FOOT DAMAGE> �$. °o - • � TAPE TO SPAN IRREGULARITIES /•0, o•C � u,ov ° o.;. SEAL TOP OF SYSTEM W/FABRIC \ �� • v < I i P oQ IS p. Sf. TAPE AND MASTIC �` ```` F- , z ,-,-.4 ....„ • ..,.„... i . .4 , - 61101, PRIME CONCRETE ��`•�, r 0 0.x•. �j I ,'�••••1/4-40'...; �� („:„, 00 , . . • • . - • O. \ ..:p... ! 4 2 . . \ .4.). .!--1,1171-4411;. ti, 4 �i�� FASTENERS APPROX. 8"O.C. � , <y �, ��` FASTENERS APPROX. 8"O.C. a •` �` °,44.(1? ,\_, _ _\ • '� :::::::::: moi, ....,...,..... • iiiii • '1411":"11 I CONC. / 1111:1BASE FLASHING • • 1:i: III I - FIBER CANT STRIP SET IN BITUMEN FIBER CANT STRIP- SET IN BITUMEN \ - `— INSULATION Ai[ ALBERT R. KENNEY, JR. PE • CONSULTING ENGINEER/PLANNER 503/244-9811 or FAX 244-9817 • DATE • -� FINLANDIA BUSINESS CENTER 11-22-93 -�r `^ 4s,; 4`� f'\' S.W. 72nd Avenue ` ' J TIGARD. OREGON ORISON JOB NO _9 _ Parapet Base i 10. Curb Detail �. % 93088 t),.. 1" ), .._.-i''tr. SHEET NO. No Sca!e N, �, ale R. 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